APPENDIX E:

NEVADA CENSUS AND

NDOT ANALYSES 
U.S. Department of Commerce

Economics and Statistics Administration

U.S. CENSUS BUREAU

census.gov

Nevada: 2010

Population and Housing Unit Counts

2010 Census of Population and Housing

Issued August 2012

CPH-2-30

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E-2
Nevada: 2010

Population and Housing Unit Counts

Issued August 2012

CPH-2-30

U.S. Department of Commerce

Rebecca M. Blank, 

Acting Secretary

Rebecca M. Blank, 

Deputy Secretary

Economics and Statistics Administration 

Vacant, 

Under Secretary 

for Economic Affairs

U.S. CENSUS BUREAU 

Thomas L. Mesenbourg, 

Acting Director

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ECONOMICS

AND STATISTICS

ADMINISTRATION

SUGGESTED CITATION

U.S. Census Bureau, 

2010 Census of 

Population and Housing, 

Population and 

Housing Unit Counts,

CPH-2-30, Nevada 

U.S. Government Printing Office, 

Washington, DC, 

2012

Economics 

and Statistics 

Administration

Vacant, 

Under Secretary for 

Economic Affairs

U.S. CENSUS BUREAU

Thomas L. Mesenbourg,

Acting Director

Nancy A. Potok, 

Deputy Director and 

Chief Operating Officer

Vacant, 

Associate Director 

for Demographic Programs

Enrique J. Lamas, 

Chief, Population Division

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Contents iii

List of Statistical Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . v 

How to Use This Census Report . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I-1 

Table Finding Guide . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . II-1 

User Notes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . III-1 

Crosswalk of Urban Areas and Places: 2010 . . . . . . . . . . . . . . . . . . . . . IV-1 

Statistical Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1

Appendixes

A Geographic Terms and Concepts . . . . . . . . . . . . . . . . . . . . . . . . . *

B Definitions of Subject Characteristics . . . . . . . . . . . . . . . . . . . . . . *

C Data Collection and Processing Procedures . . . . . . . . . . . . . . . . . . *

D Questionnaire . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . *

E Maps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E-1

F Operational Overview and Accuracy of the Data . . . . . . . . . . . . . . *

G Residence Rule and Residence Situations for the 2010 Census 

 of the United States . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . *

H Acknowledgments . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . *

*Appendix may be found in the separate volume, CPH-2-A, Population and Housing 

Unit Counts, Selected Appendixes, in print and on the Internet at <www.census.gov 

/prod/cen2010/cph-2-a.pdf>.

CONTENTS

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List of Statistical Tables v

LIST OF 

STATISTICAL 

TABLES

Table 

no. Title Page

1. Population: Earliest Census to 2010; and Housing Units: 

1950 to 2010 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 

 State, Urban and Rural

2. Population, Housing Units, and Land Area by Urban and 

Rural and Size of Urban Area: 2010 . . . . . . . . . . . . . . . . . . . 2 

 State, Urban and Rural, Size of Urban Area [Population]

3. Population by Urban and Rural and Size of Place: 2010 . . . 4 

 State, Size of Place [Population]

4. Population and Housing Units: 1970 to 2010 . . . . . . . . . . . . 6 

 State, County/County Equivalent

5. Population, Housing Units, Land Area, and Density: 2010; 

and Percent Change: 1980 to 2010 . . . . . . . . . . . . . . . . . . . . 7 

 State, County/County Equivalent

6. Rank of Counties by Percent Change in Population: 

2000 to 2010 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 

 County/County Equivalent

7. Population by Urban and Rural: 2010 . . . . . . . . . . . . . . . . . . 9 

 State, County/County Equivalent

8. Population and Housing Units: 1990 to 2010; and Area 

Measurements and Density: 2010 . . . . . . . . . . . . . . . . . . . . 10 

 State, County/County Equivalent, County Subdivision, Place

9. Population and Housing Units: 1990 to 2010; and Area 

Measurements and Density: 2010 . . . . . . . . . . . . . . . . . . . . 14 

 State, Place and [in Selected States] County Subdivision

10. Rank by 2010 Population and Housing Units: 

2000 and 2010 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 

 Place [2,500 or More Population]

11. Rank of Places by Percent Change in Population: 

2000 to 2010 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 

 Place [2,500 or More Population]

12. Population and Housing Units for Urban Areas: 2010. . . . . 20 

 State, Urbanized Area, Urban Cluster

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How to Use This Census Report I-1

U.S. Census Bureau, 2010 Census

How to Use This Census Report

CONTENTS

Page

Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I-1

How to Find Geographic Areas and Subject Matter Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I-2

How to Use the Statistical Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I-2

Graphics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I-5

User Notes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I-5

Appendixes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I-5

INTRODUCTION

Data from the 2010 Census for the United States and Puerto Rico are presented in two printed report series 

and a single report for American Indians and Alaska Natives by tribe:

1. CPH-1, Summary Population and Housing Characteristics

2. CPH-2, Population and Housing Unit Counts

3. CPH-3, Characteristics of American Indians and Alaska Natives by Tribe 

The data from the 2010 Census were derived from a limited number of basic questions asked of the entire 

population and about every housing unit. Appendix D (see Selected Appendixes report at <www.census 

.gov/prod/cen2010/cph-2-a.pdf>) presents a facsimile of the questionnaire pages used to collect the data 

included in this report. Note that the “long form” data included in previous censuses are not included in 

the 2010 Census. 

The CPH-1, Summary Population and Housing Characteristics, report series provides data based on age, 

Hispanic or Latino origin, household relationship, race, sex, tenure (owner- or renter-occupied), and 

vacancy characteristics. Land area measurements and population density also are provided. This series is 

similar to the Census 2000 PHC-1 series. 

The CPH-2, Population and Housing Unit Counts, report series provides 2010 Census and historical comparisons of the population and housing unit counts. It also provides area measurements and density. The 

user notes section documents geographic changes over the past decade. This series is similar to the 

Census 2000 PHC-3 series. 

In each series, there is one report for each state, the District of Columbia, and Puerto Rico, plus a United 

States summary report. Many tables in the United States summary reports include data for Puerto Rico. 

The CPH-3, Characteristics of American Indians and Alaska Natives by Tribe, report provides population 

and housing information for selected American Indian and Alaska Native tribes. This report is similar to the 

Census 2000 PHC-5 report. This is a single report covering the entire United States. 

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I-2 How to Use This Census Report

U.S. Census Bureau, 2010 Census

HOW TO FIND GEOGRAPHIC AREAS AND SUBJECT MATTER DATA

This report includes a table finding guide to assist the user in locating those statistical tables that contain 

the desired data. The table finding guide lists alphabetically, by geographic area, the subjects shown in 

this report. To determine which tables in this report show data for a particular topic, find the subject in the 

left-hand column of the table finding guide and then look across the columns using the headings at the top 

for the desired type of geographic area. Figure I-1 is an example of a table finding guide. 

The table finding guide does not include cross-classification of subject-matter items. Additional information to locate data within specific reports is provided in the headnote at the top of the table finding guide 

and in the footnotes at the bottom of the guide. 

Figure I-1.

Geographic area

Population Housing units Area

measurement

Average per square 

mile of land (density)

Number of 

 2010 Census places

Previous 

censuses

Change

from 

previous 

census 2010 Census

Previous 

censuses

Change

from 

previous 

census Total area Land area Population

Housing

units

THE STATE1

Total . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1,2,3,4,5,7,8,9,12 1,4,8,9 1,5,9 1,2,4,5,8,9,12 1,4,8,9 1,5,9 8,9 2,5,8,9 5,8,9 5,8,9 1,3

Urban and rural . . . . . . . . . . . . . . . . . . . . 1,2,3,7,12 1 1 1,2,12 1 1–2––3 Current urban definition . . . . . . . . . . . . . . 1,2,7,12 1 1 1,2,12 1 1–2––– 1950–90 urban definition ............. 1 1 1 1 1 1––––– Urban and rural by size of place ....... 3 – – – – –––––3 In urbanized area and in urban cluster . . 2,7,12 – – 2,12 – ––2––– Size of urban area . . . . . . . . . . . . . . . . . . 2 – – 2 – ––2––– In place and not in place . . . . . . . . . . . . . 3,7 – – – – –––––3

COUNTY2

Total . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4,5,6,8 4,6,8 5,6 4,8 4,8 5 8 5,8 5,8 5,8 –

Urban and rural . . . . . . . . . . . . . . . . . . . . 7 – – – – –––––– By percent change rank .............. 6 6 6 – – ––––––

COUNTY SUBDIVISION3

By county . . . . . . . . . . . . . . . . . . . . . . . . . 8 8 – 8 8 –8888– Alphabetically ..................... 9 9 9 9 9 99999– By 2010 rank . . . . . . . . . . . . . . . . . . . . . . 10a 10a – 10a 10a –––––– By percent change rank . . . . . . . . . . . . . . 11a 11a 11a – – ––––––

PLACE

By county and county subdivision ...... 8 8 – 8 8 –8888– Alphabetically ..................... 9 9 9 9 9 99999– By 2010 rank . . . . . . . . . . . . . . . . . . . . . . 10 10 – 10 10 –––––– By percent change rank . . . . . . . . . . . . . . 11 11 11 – – ––––––

URBAN AREA

Urbanized area and urban cluster . . . . . . 12 – 12 – – ––––––

1

 State, District of Columbia, or Puerto Rico.

2

 Parish in Louisiana; city and borough, municipality, borough, or census area in Alaska; and municipio in Puerto Rico; in Maryland, Missouri, Nevada, and Virginia, one or more cities 

are independent of counties and are treated as statistical equivalents of counties; the entire District of Columbia, which has no counties, is treated as a county equivalent. 3

 County subdivisions within the state are shown alphabetically with places for the following 12 states: Connecticut, Maine, Massachusetts, Michigan, Minnesota, New Hampshire, 

New Jersey, New York, Pennsylvania, Rhode Island, Vermont, and Wisconsin.

Table Finding Guide

SUBJECTS BY TYPE OF GEOGRAPHIC AREA AND TABLE NUMBER

The types of geographic areas covered in this report are shown on the side, and subjects are shown at the top. See CPH-2-A, Population and 

Housing Unit Counts, Selected Appendixes (<www.census.gov/prod/cen2010/cph-2-a.pdf>), for a description of area classifications (Appendix A) 

and for definitions and explanations of subject characteristics (Appendix B).

HOW TO USE THE STATISTICAL TABLES

Parts of a Statistical Table

The census data included in printed reports are arranged in tables. Each table includes four major parts: (1) 

heading, (2) boxhead, (3) stub, and (4) data field. A typical census report table is illustrated in Figure I-2.

The heading consists of the table number, title, and headnote. The table number indicates the position of 

the table within the report, while the title is a brief statement indicating the subjects and time reference 

of the data presented in the table. The headnote is enclosed in brackets and is located under the title. It 

contains statements that qualify, explain, or provide information pertaining to the entire table. 

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How to Use This Census Report I-3

U.S. Census Bureau, 2010 Census

The boxhead is under the heading. This portion of the table, which contains the individual column heads 

or captions, describes the data in each vertical column. In the boxhead of many tables, a spanner appears 

across and above two or more column heads or across two or more lower spanners. The purpose of a 

spanner is to classify or qualify items below it or separate the table into identifiable blocks in terms of 

major aspects of the data. 

The stub is located at the left edge of the table. It includes a listing of line or row captions or descriptions. 

At the top of the stub is the stubhead. The stubhead is considered to be an extension of the table title and 

usually shows generic geographic area designations and restrictions. 

Race in combination with one or more other races Race alone or in combination with one or more other races

Asian

Native

Hawaiian

and Other

Pacific

Islander

American

Indian

and

Alaska

Native

Some

Other Race

Black or

African

White American White

Black or

African

American

American

Indian

and

Alaska

Native Asian

Native

Hawaiian

and Other

Pacific

Islander

Some

Other Race

Table 6.

[For information on confidentiality protection, nonsampling error, and definitions, see Selected Appendixes at <www.census.gov/prod/cen2010/cph-1-a.pdf>]

Population for Selected Categories of Race: 2010

State

County

Place

 Delaware......................................................... 18,775 14,109 5,718 5,152 816 5,026 637,392 205,923 33,701 9,899 1,216 35,545

COUNTY

 Kent County......................................................... 4,523 3,595 1,558 1,215 215 838 114,522 42,508 4,521 2,601 306 4,073

 New Castle County............................................ 10,502 7,949 2,895 3,333 409 3,171 363,457 135,735 26,633 4,469 568 22,286

 Sussex County..................................................... 3,750 2,565 1,265 604 192 1,017 159,413 27,680 2,547 2,829 342 9,186

PLACE

 Arden village, New Castle County................. 3 1 12 0 1 428 6 3 3 03

 Ardencroft village, New Castle County.......... 1 0 01 0 0 199 21 12 0 00

 Ardentown village, New Castle County......... 8 2 05 0 2 256 4 11 0 02

 Bear CDP, New Castle County........................ 522 447 149 132 11 201 10,298 7,129 944 211 16 1,527

 Bellefonte town, New Castle County............. 13 5 2 5 2 7 1,096 80 19 4 39

 Bethany Beach town, Sussex County........... 5 3 11 0 0 1,054 5 5 1 00

 Bethel town, Sussex County........................... 2 2 00 0 0 164 8 1 0 00

 Blades town, Sussex County............................ 45 46 6 0 3 7 802 391 10 15 3 74

 Bowers town, Kent County............................. 3 1 11 0 1 318 7 5 4 05

 Bridgeville town, Sussex County................... 62 51 16 8 5 12 1,391 545 14 19 7 152

 Brookside CDP, New Castle County............. 445 325 118 80 35 125 10,218 3,070 529 172 37 912

 Camden town, Kent County............................ 124 104 49 52 0 13 2,413 920 180 60 1 63

 Cheswold town, Kent County........................ 50 32 32 12 10 13 793 497 46 68 10 47

 Claymont CDP, New Castle County.............. 149 112 34 32 5 25 5,435 2,344 347 62 14 240

 Clayton town........................................................ 73 73 21 16 1 13 2,105 791 33 27 1 63

 Kent County (part)............................................ 73 73 21 16 1 13 2,105 791 33 27 1 63

 New Castle County (part).............................. 0 0 00 0 0 00 0 0 00

 Dagsboro town, Sussex County.................... 17 16 4 3 0 2 706 69 3 12 0 36

 Delaware City city, New Castle County.......... 64 46 16 5 0 5 1,473 231 22 17 0 20

 Delmar town, Sussex County.......................... 75 67 21 7 1 4 1,281 344 18 27 1 19

 Dewey Beach town, Sussex County............. 4 3 00 1 0 318 12 1 1 3 10

 Dover city, Kent County................................... 1,053 1,097 375 328 52 195 18,446 16,312 1,310 571 75 960

 Dover Base Housing CDP, Kent County........ 216 122 47 85 23 37 2,699 580 163 55 32 200

 Edgemoor CDP, New Castle County............ 99 115 39 9 1 16 3,499 2,089 72 58 1 99

 Ellendale town, Sussex County..................... 8 13 6 3 2 0 242 125 5 6 4 15

 Elsmere town, New Castle County................ 165 123 44 33 0 116 4,435 925 139 92 0 786

 Farmington town, Kent County........................ 0 0 00 0 0 110 0 0 0 00

 Felton town, Kent County................................. 48 38 12 3 0 12 998 290 25 20 1 23

 Fenwick Island town, Sussex County............ 1 0 10 0 0 371 2 3 1 03

 Frankford town, Sussex County.................... 10 11 4 0 2 5 407 249 11 4 2 190

 Frederica town, Kent County......................... 32 33 14 2 0 7 558 183 9 14 1 57

 Georgetown town, Sussex County................ 200 85 51 8 2 133 3,191 1,018 78 328 11 2,038

 Glasgow CDP, New Castle County................ 312 276 71 121 6 67 9,505 3,862 937 119 10 309

 Greenville CDP, New Castle County............. 24 10 3 22 0 6 2,018 121 190 3 0 28

 Greenwood town, Sussex County................. 28 12 17 5 0 0 718 211 11 17 0 48

 Harrington city, Kent County......................... 120 102 55 15 10 15 2,568 931 43 76 14 94

 Hartly town, Kent County.................................. 0 0 00 0 0 72 0 0 1 10

 Henlopen Acres town, Sussex County.......... 0 0 00 0 0 118 3 1 0 00

 Highland Acres CDP, Kent County................ 96 71 24 44 7 14 2,725 579 189 45 10 45

 Hockessin CDP, New Castle County............ 188 38 38 132 8 31 11,712 434 1,429 59 17 102

 Houston town, Kent County.......................... 2 2 01 0 1 346 22 4 2 03

 Kent Acres CDP, Kent County......................... 51 38 17 17 1 8 1,302 505 65 29 1 55

 Kenton town, Kent County.............................. 8 6 20 0 0 242 12 0 2 0 13

 Laurel town, Sussex County............................ 135 155 33 38 15 37 1,889 1,668 72 75 33 188

 Leipsic town, Kent County............................... 6 6 00 0 0 170 9 0 4 06

 Lewes city, Sussex County................................ 34 26 17 4 1 1 2,502 237 14 27 3 10

 Little Creek town, Kent County........................ 5 1 40 0 0 214 6 1 7 01

 Long Neck CDP, Sussex County.................... 6 3 50 0 1 1,896 44 7 10 0 31

 Magnolia town, Kent County......................... 7 2 42 0 1 182 28 3 14 0 6

 Middletown town, New Castle County........... 457 405 107 132 19 131 12,145 5,772 841 143 27 597

 Milford city............................................................ 189 176 65 27 23 60 6,404 2,304 137 115 45 838

 Kent County (part)............................................ 93 91 24 8 8 41 1,906 1,526 46 53 13 374

 Sussex County (part)....................................... 96 85 41 19 15 19 4,498 778 91 62 32 464

 Millsboro town, Sussex County..................... 90 97 29 20 7 23 2,863 792 149 49 7 154

 Millville town, Sussex County........................ 9 1 17 0 0 515 14 11 1 0 12

 Milton town, Sussex County............................ 75 76 20 3 0 12 2,027 497 18 38 1 92

 Newark city, New Castle County................... 626 318 141 325 31 112 26,532 2,412 2,570 194 41 519

 New Castle city, New Castle County............. 101 95 39 19 2 31 3,660 1,530 80 57 2 105

 Newport town, New Castle County................ 29 26 6 5 2 9 744 220 21 9 2 100

 North Star CDP, New Castle County............. 83 20 8 61 0 27 7,066 270 687 11 0 48

 Ocean View town, Sussex County................ 17 8 6 5 1 3 1,835 24 29 7 18

 Odessa town, New Castle County.................. 12 10 4 5 0 2 334 35 9 4 02

20 Delaware Summary Population and Housing Characteristics

U.S. Census Bureau, 2010 Census

Figure I-2.

PARTS OF A STATISTICAL TABLE

Table number and title Headnote

Heading

Stubhead

Stub

Sidehead

State name and

page number Report title

Spanner

Column head

Boxhead

Data 

field

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I-4 How to Use This Census Report

U.S. Census Bureau, 2010 Census

In the stub, several features are used to help the user better understand the contents of the table. Usually, 

a block of data lines is preceded by a sidehead. The sidehead, similar to a spanner, describes and classifies 

the stub entries following it. The use of indentation in a stub indicates the relationship of one data line to 

another. Indented data lines represent subcategories that, in most instances, sum to a total. Occasionally 

in tables, it is desirable to show one or more single-line subcategories that do not sum to the total. 

The data field is that part of the statistical table that contains the data. It extends from the bottom of the 

boxhead to the bottom of the table and from the right of the stub to the right edge of the page. 

Both geographic and subject-matter terms appear in tables. It is important to read the definitions of the 

terms used in the tables because census terms often are defined in special ways that reflect the manner in 

which the questions were asked and the data were tabulated. Definitions of geographic terms are provided 

in Appendix A of CPH-2-A, Population and Housing Unit Counts, Selected Appendixes (<www.census.gov 

/prod/cen2010/cph-2-a.pdf>). Census tables often include derived measures such as medians, means, percentages, and ratios. These and other subject-matter terms are defined in Appendix B of the same report. 

Symbols and Geographic Abbreviations

The following symbols are used in the tables and explanations of subjects covered in 2010 Census reports:

s A dash ‘‘–’’ represents zero or a derived measure that rounds to less than 0.1. 

s (X) means not applicable. In the 1990 and earlier decennial census reports, three dots ‘‘. . . ’’ meant not 

applicable. 

s (NA) means not available. 

s The superscript prefix ‘‘r’’ indicates that a Census 2000 count has been revised since the publication 

of the Census 2000 reports as a result of certified Count Question Resolution (CQR) changes (see also 

<www.census.gov/prod/cen2000/notes/errata.pdf>). This symbol appears only in the 2010 Census 

CPH-2, Population and Housing Unit Counts, report series. 

s A minus sign ‘‘–’’ preceding a figure denotes decrease. The minus sign appears only in the 2010 Census 

CPH-2, Population and Housing Unit Counts, report series. 

The following are examples of geographic abbreviations and terms that may be used in the tables in this 

report:

s A ‘‘(part)’’ next to the name of a geographic area in a hierarchical presentation indicates that the geographic entity is located only partially in the superior geographic entity. For example, a ‘‘(part)’’ next to a 

place name in a county subdivision-place hierarchy indicates that the place is located in more than one 

county subdivision. (Places also may be ‘‘split’’ by county, congressional district, urban/rural, metropolitan area, voting district, and other geographic boundaries, depending on the presentation.) Other geographic entities also can be ‘‘split’’ by a higher-level entity. The exception is a tabulation block, which is 

unique within all geographic entities in census products. 

s ANVSA is Alaska Native village statistical area. 

s ANRC is Alaska Native Regional Corporation. 

s CCD is census county division. 

s CDP is census designated place. 

s CSA is combined statistical area. 

s NECTA is New England city and town area. 

s Metro Area is metropolitan statistical area. 

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How to Use This Census Report I-5

U.S. Census Bureau, 2010 Census

s Micro Area is micropolitan statistical area. 

s OTSA is Oklahoma tribal statistical area. 

s SDTSA is state designated tribal statistical area. 

s TDSA is tribal designated statistical area. 

s UT is unorganized territory. 

GRAPHICS

Charts, statistical maps, and other graphic summaries are included in some 2010 Census reports. 

USER NOTES

User notes include general explanatory information, historical notes, and geographic notes. They also provide information about unique characteristics of the report and sometimes changes or corrections made 

too late to be reflected in the text or tables themselves. However, sometimes this information becomes 

available too late to be reflected even in the user notes. Therefore, updates are available in the Notes and 

Errata document at <www.census.gov/prod/cen2010/notes/errata.pdf>. 

APPENDIXES

Appendixes A through D, and F through H, described below, are in the separate printed volume, CPH-2-A, 

Population and Housing Unit Counts, Selected Appendixes, or on the Internet at <www.census.gov/prod 

/cen2010/cph-2-a.pdf>. Appendix E is included in this report. 

Appendix A, Geographic Terms and Concepts. Provides definitions of the types of geographic areas 

and related information used in census products. 

Appendix B, Definitions of Subject Characteristics. Contains definitions for the subject-matter terms 

used in census products, including explanations of derived measures, limitations of the data, and comparability with previous censuses. The subjects are listed alphabetically. Population characteristics are 

defined first, followed by the definitions of the housing subjects. 

Appendix C, Data Collection and Processing Procedures. Explains the 2010 Census mission and 

scope and provides thumbnail descriptions of 2010 Census operations. 

Appendix D, Questionnaire. Presents a facsimile of the 2010 Census questionnaire used to collect the 

data in this report. 

Appendix E, Maps. Contains maps depicting the geographic areas shown in this report. 

Appendix F, Operational Overview and Accuracy of the Data. Provides information on 2010 Census 

operations, including group quarters enumeration, confidentiality of the data, imputation of housing unit 

status and population counts, sources of errors in the data, and data editing. 

Appendix G, Residence Rule and Residence Situations for the 2010 Census of the United States. 

Contains a description of the residence rule and residence situations used by Census Bureau staff to 

guide decisions on where people should be counted in the 2010 Census. This document is the basis for 

residence-related sections of questionnaires, collection instruments, field materials, and training materials. 

Appendix H, Acknowledgments. Lists many of the U.S. Census Bureau staff who participated in report 

preparation. 

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Table Finding Guide II-1

U.S. Census Bureau, 2010 Census Table Finding Guide SUBJECTS BY TYPE OF GEOGRAPHIC AREA AND TABLE NUMBER The types of geographic areas covered in this report are shown on the side, and subjects are shown at the top. See CPH-2-A, Population and Housing Unit Counts, Selected Appendixes (<www.census.gov/prod/cen2010/cph-2-a.pdf>), for a description of area classifications (Appendix A) and for definitions and explanations of subject characteristics (Appendix B).

Geographic area

Population Housing units Area measurement Average per square mile of land (density)

Number of 

places 2010 Census

Previous 

censuses

Change

from 

previous 

census 2010 Census

Previous 

censuses

Change

from 

previous 

census Total area Land area Population

Housing

units

THE STATE1

Total ............................. 1,2,3,4,5,7,8,9,12 1,4,8,9 1,5,9 1,2,4,5,8,9,12 1,4,8,9 1,5,9 8,9 2,5,8,9 5,8,9 5,8,9 1,3

Urban and rural .................... 1,2,3,7,12 1 1 1,2,12 1 1–2––3

Current urban definition .............. 1,2,7,12 1 1 1,2,12 1 1–2–––1950–90 urban definition ............. 1 1 1 1 1 1–––––Urban and rural by size of place ....... 3 – – – – –––––3In urbanized area and in urban cluster . . 2,7,12 – – 2,12 – ––2–––Size of urban area .................. 2 – – 2 – ––2–––In place and not in place .............COUNTY2

3,7 – – – – – – – – – 3

Total ............................. 4,5,6,8 4,6,8 5,6 4,8 4,8 5 8 5,8 5,8 5,8 –

Urban and rural .................... 7 – – – – – –––––

By percent change rank ..............COUNTY SUBDIVISION3

6 6 6 –– – – – – – –

By county ......................... 8 8 – 8 8 –8888–

Alphabetically ..................... 9 9 9 9 9 99999–

By 2010 rank . . . . . . . . . . . . . . . . . . . . . . 10a 10a – 10a 10a ––––––By percent change rank ..............PLACE

11a 11a 11a – – – – – – – –

By county and county subdivision ...... 8 8 – 8 8 –8888–Alphabetically ..................... 9 9 9 9 9 99999–By 2010 rank . . . . . . . . . . . . . . . . . . . . . . 10 10 – 10 10 ––––––By percent change rank ..............URBAN AREA

11 11 11 – – – – – – – –

Urbanized area and urban cluster . . . . . . 12 – 12 – – ––––––

1 State, District of Columbia, or Puerto Rico.2 Parish in Louisiana; city and borough, municipality, borough, or census area in Alaska; and municipio in Puerto Rico; in Maryland, Missouri, Nevada, and Virginia, one or more cities 

are independent of counties and are treated as statistical equivalents of counties; the entire District of Columbia, which has no counties, is treated as a county equivalent.

3 County subdivisions within the state are shown alphabetically with places for the following 12 states: Connecticut, Maine, Massachusetts, Michigan, Minnesota, New Hampshire, 

New Jersey, New York, Pennsylvania, Rhode Island, Vermont, and Wisconsin.

E-15
E-16
User Notes III-1

U.S. Census Bureau, 2010 Census

User Notes

Additional information concerning this 2010 Census product may become available after this report is 

published. This information, called Notes and Errata, is available in portable document format (PDF) on the 

U.S. Census Bureau’s Internet site at <www.census.gov/prod/cen2010/notes/errata.pdf>.

GENERAL NOTES

User Note 1

The user should be aware that there are limitations to many of these data. Please refer to the text provided 

with this report for further explanation of the limitations of the data. The population and other data shown 

for the 2010 Census in this report are as of April 1, 2010; the boundaries used for all geographic entities 

are as of January 1, 2010. All boundaries are intended for Census Bureau statistical data collection and presentation only; their depiction and designation for statistical purposes do not constitute a determination of 

jurisdictional authority or entitlement. Corrections to the 2010 Census data as a result of certified Count 

Question Resolution (CQR) changes are available from the Census Bureau’s Internet site at <www.census 

.gov/prod/cen2010/notes/errata.pdf>.

User Note 2

Data comparability for county subdivisions is shown only when the county subdivision contains substantially the same territory as reported for Census 2000 (generally defined as at least 60 percent of the 

previous territory). There is no comparability provided for county subdivisions that have been extensively 

revised. Revised entities are noted by and within county. Changes to a geographic entity can be the result 

of legal change actions, statistical redefinition, correction of previous boundary or drafting errors, or new 

erroneous information.

Incorporated place and census designated place (CDP) comparability is provided for all places that retained 

their name or general area without regard to the amount of territorial change between censuses. Place 

comparability is not shown if the entity is new for the 2010 Census or is the result of a merger that created an entirely new entity, or if a 2010 Census geographic area shares no area with a Census 2000 area 

of the same name. American Indian area (including tribal subdivisions), Alaska Native area, and Hawaiian 

home land comparability follows the same rules as for place comparability.

User Note 3

When applicable, tables show the revised Census 2000 population and/or housing unit counts that 

resulted from the Count Question Resolution (CQR) program. These revised counts are accompanied by a 

prefix “r” symbol in the data tables.

Derived values (e.g., percent distribution, density, or change) that are calculated from Census 2000 population or housing unit counts only account for the aforementioned CQR revisions in certain cases. 

s Calculations include the corrected Census 2000 counts when a table:

o Shows population or housing unit change (or percent change) from 2000 to 2010.

o Shows population or housing unit change (or percent change) from 1990 to 2000, and also shows 

the 2000 population or housing unit count that it is derived from.

o Shows population or housing unit density or percent distribution in 2000, and also shows the 2000 

population or housing unit count that it is derived from.

E-17
III-2 User Notes

U.S. Census Bureau, 2010 Census

s Calculations do not include the corrected Census 2000 counts when a table:

o Shows population or housing unit change (or percent change) from 1990 to 2000, but does not 

show the 2000 population or housing unit count that it is derived from.

o Shows population or housing unit density or percent distribution in 2000, but does not show the 

2000 population or housing unit count that it is derived from. 

s When a table shows component parts of a revised 2000 population or housing unit count (e.g., classified by urban/rural or by size of place), the component parts may not sum to the total population 

or housing unit count, because the component parts were not revised during the 2000 CQR program. 

Therefore, any derived values (e.g., percent distribution or number of places by population size) for the 

component parts cannot account for the revised Census 2000 counts either.

HISTORICAL NOTES

The United States acquired the area of Nevada from Mexico in 1848 and primarily included in Utah 

Territory with a small part in New Mexico Territory when each was organized in 1850. Nevada Territory 

was organized from the western part of Utah Territory on March 2, 1861. The territory added area along 

the eastern boundary from Utah Territory in 1862. Nevada was admitted to the Union on October 31, 

1864, as the 36th state. In 1866, additional territory on the east and southeast was added from Utah and 

Arizona territories, and the state assumed generally the same boundary as the present state.

Although the territory had not yet been legally established, census data for Nevada are available beginning with the 1860 census. The 1860 census population is for the area of present-day Nevada formed 

from Utah Territory. The portion of present-day Nevada then in New Mexico Territory was not enumerated 

in 1860. The population of the entire legally established Utah Territory (of which the area of Nevada was 

a part) in 1860 was 47,130. For an explanation of the revision to the 1870 population of Nevada, see 

Richard L. Forstall, Population of States and Counties of the United States: 1790-1990, Washington, DC: 

U.S. Government Printing Office, 1996, page 104.

GEOGRAPHIC NOTES

Nevada is divided into 16 counties and one county equivalent. Carson City is an independent city not 

within any county, and the Census Bureau treats it as equivalent to a county for data presentation purposes. The 71 county subdivisions in the state are census county divisions (CCDs), which are statistical 

subdivisions delineated for presentation of decennial census data.

There are 19 incorporated places and 110 CDPs in Nevada. Incorporated places in the state are legally 

described as cities, except for Carson City, which has no legal description. The Census Bureau treats all 

incorporated places and CDPs as dependent within CCDs.

GEOGRAPHIC CHANGE NOTES

The Geographic Change Notes listed below document high-level geographic entities—American Indian 

areas, Alaska Native areas, and Hawaiian home lands; counties and their equivalents; county subdivisions; and places—that are different from the information reported in Census 2000. The notes identify 

geographic entities whose name, legal description, and/or boundary have changed, entities that no longer 

exist, newly established entities (both legal and statistical), and changes in geographic relationships, such 

as places that exist in one county and have expanded into or withdrawn from another county (the notes 

do not identify the other county(ies) in which the entity exists; this can be determined from Table 9 of 

this publication), places that have been removed from comparable 2000 county subdivisions, and places 

that have become independent of or dependent within one or more county subdivisions. The changes 

are reported by and within county; counties without changes are not shown in the listing. Changes to 

American Indian areas, Alaska Native areas, and Hawaiian home lands appear after the list of counties; 

areas with no changes are not shown. A few of the reported changes in name, legal status, or legal relationship may be incorrect; if so, the correct version is shown in any Correction Notes section above. Some 

E-18
User Notes III-3

U.S. Census Bureau, 2010 Census

changes are the result of legal actions that took place prior to Census 2000 but were not reported in 

that census.

For the 2010 Census, the notes reflect any boundary change that affects a geographic entity, regardless 

of whether it is the result of legal action, redefinition of a statistical entity, correction of a previous drafting error, or new erroneous information. Between Census 2000 and the 2010 Census, the Census Bureau 

invested in improving the coordinate accuracy of its geographic database. As a result, the geographic 

positions of boundaries may be different between the two censuses even though little or no change actually occurred to the boundaries. In compiling the Geographic Change Notes, the Census Bureau inspected 

the many corrections to determine if a change actually affected significant land area or population. For 

example, the county-level text ‘‘all MCDs [minor civil divisions] revised’’ may reflect a legal redistricting of 

all county subdivisions in the county, a major or minor relocation of county subdivision boundaries due 

to more accurate mapping or more accurate boundary information, or a combination of these that, in one 

way or another, affect every county subdivision in a county. Boundary corrections that resulted in incorporated places gaining or losing territory are shown as annexations or detachments even if no legal action 

occurred between 2000 and 2010. Most places shown with a detachment resulted from such corrections. 

In states whose legal entities rarely undergo a legal boundary change, such as the New England states, 

most of the entities reported to have annexed, detached, exchanged, gained, or lost territory did so as the 

result of mapping changes, not legal actions. The extent and location of the boundary changes affecting 

any particular entity can be determined by comparing the TIGER/Line® Shapefiles, Cartographic Boundary 

Files, or a comparable set of maps for the 2000 and 2010 censuses.

Counties, County Subdivisions, and Places

Churchill County—Annexations: Fallon city.

Clark County—County Changes: Clark CCD, Clark County, lost area to Pahrump CCD, Nye County; CCD 

Changes: Clark CCD exchanged area with Las Vegas CCD; Annexations: Boulder City, Henderson, Las 

Vegas, Mesquite, and North Las Vegas cities; Detachments: Henderson (to Paradise CDP), Las Vegas, 

and Mesquite cities; New CDPs: Nelson; CDP Changes: Bunkerville CDP part annexed to Mesquite city; 

Enterprise CDP part annexed to Henderson city and lost additional area; Indian Springs CDP lost area; 

Nellis AFB CDP part annexed to North Las Vegas city and lost area to Sunrise Manor CDP; Paradise CDP 

gained area detached from Henderson city, gained additional area, and part annexed to Henderson city; 

Spring Valley CDP gained area, lost area to Summerlin South CDP, and lost additional area; Summerlin 

South CDP gained area from Spring Valley CDP, gained additional area, and lost area; Sunrise Manor CDP 

gained area from Nellis AFB CDP, gained additional area, part annexed to North Las Vegas city, lost area to 

Whitney CDP, and lost additional area; Whitney CDP gained area from Sunrise Manor CDP, gained additional 

area, part annexed to Henderson city, and lost additional area; Deleted Relationships: Spring Valley CDP 

removed from Clark CCD.

Douglas County—CCD Changes: Gardnerville-Minden CCD gained area from Pine Nut CCD; New CDPs:

Carter Springs, Double Spring, East Valley, Fish Springs, Genoa, Glenbrook, Lakeridge, Logan Creek, Round 

Hill Village (formed from part of deleted Zephyr Cove-Round Hill Village CDP); Ruhenstroth, Skyland, 

Topaz Lake, Topaz Ranch Estates, and Zephyr Cove (formed from part of deleted Zephyr Cove-Round Hill 

Village CDP); Deleted CDPs: Zephyr Cove-Round Hill Village (split to form Round Hill Village and Zephyr 

Hill CDPs); CDP Changes: Gardnerville Ranchos, Indian Hills, and Johnson Lane CDPs gained area; Deleted 

Relationships: Indian Hills CDP removed from Gardnerville-Minden CCD.

Elko County—Annexations: Carlin, Elko, and Wells cities; New CDPs: Jackpot, Lamoille, Montello, Oasis, 

and Osino.

Esmeralda County—Name Changes: Silver Peak CCD name corrected from Silverpeak; New CDPs: Dyer, 

Goldfield, and Silver Peak.

Eureka County—New CDPs: Crescent Valley and Eureka.

E-19
III-4 User Notes

U.S. Census Bureau, 2010 Census

Humboldt County—Name Changes: Fort McDermitt CDP name changed from McDermitt; CCD Changes:

Winnemucca CCD gained area from Golconda CCD; Annexations: Winnemucca city; Detachments:

Winnemucca city; New CDPs: Denio, Golconda, McDermitt [Note: New McDermitt CDP contains no area in 

the 2000 McDermitt CDP], Orovada, Paradise Valley, and Valmy; CDP Changes: Fort McDermitt CDP gained 

area; Deleted Relationships: Winnemucca city removed from Golconda CCD due to CCD boundary change.

Lander County—New CDPs: Austin and Kingston; CDP Changes: Battle Mountain CDP gained area.

Lincoln County—CCD Changes: Alamo CCD gained area from Caliente CCD; New CDPs: Alamo, Beaverdam, 

Bennett Springs, Dry Valley, Hiko, Mount Wilson, Panaca, Pioche, Rachel, and Ursine.

Lyon County—County Changes: Fernley CCD, Lyon County, gained area from Pyramid Lake CCD, Washoe 

County; Incorporations: Fernley city in 2001 (formed from parts of Fernley and Silver Springs CDPs and 

additional area); CCD Changes: Fernley CCD gained area from Silver Springs CCD; Yerington CCD gained 

area from Smith Valley CCD; Annexations: Fernley and Yerington cities; New CDPs: Stagecoach; Deleted 

CDPs: Fernley (incorporated); CDP Changes: Silver Springs CDP part incorporated into Fernley city.

Mineral County—CCD Changes: Hawthorne CCD gained area from Walker River CCD; New CDPs: Mina 

and Walker Lake; CDP Changes: Hawthorne CDP gained area; Schurz CDP lost area; Deleted Relationships:

Schurz CDP removed from Hawthorne CCD.

Nye County—Name Changes: Ralston Valley CCD name changed from Ralston; County Changes: Pahrump 

CCD gained area from Clark CCD, Clark County; CCD Changes: Beatty CCD exchanged area with Yucca Flat 

CCD; Crystal CCD merged into Pahrump CCD; Disincorporations: Gabbs city in 2001 (defined as a CDP in 

substantively smaller boundaries for 2010); New CDPs: Gabbs (formed from part of disincorporated Gabbs 

city and additional area).

Pershing County—CCD Changes: Lovelock CCD gained area from Imlay CCD; Annexations: Lovelock city; 

New CDPs: Grass Valley, Humboldt River Ranch, and Imlay.

Storey County—New CDPs: Virginia City.

Washoe County—County Changes: Pyramid Lake CCD, Washoe County, lost area to Fernley CCD, Lyon 

County; CCD Changes: Incline Village CCD exchanged area with Reno Southwest CCD; North Valleys CCD 

exchanged area with Verdi CCD and lost area to Reno North CCD; Pyramid Lake CCD gained area from 

Warm Springs-Truckee Canyon CCD; Reno North CCD gained area from North Valleys CCD; Reno Southwest 

exchanged area with Incline Village CCD and lost area to Verdi and Washoe Valley CCDs; Sparks CCD 

exchanged area with Warm Springs-Truckee Canyon CCD; Sun Valley CCD exchanged area with Warm 

Springs-Truckee Canyon CCD; Verdi CCD gained area from Reno Southwest CCD and exchanged area 

with North Valleys CCD; Warm Springs-Truckee Canyon CCD exchanged area with Sparks and Sun Valley 

CCDs and lost area to Pyramid Lake CCD; Washoe Valley CCD gained area from Reno Southwest CCD; 

Annexations: Reno and Sparks cities; Detachments: Reno and Sparks (including part to Reno city) cities; 

New CDPs: Crystal Bay (formed from part of deleted Incline Village-Crystal Bay CDP), Empire (formed from 

part of deleted Gerlach-Empire CDP), Gerlach (formed from part of deleted Gerlach-Empire CDP), Golden 

Valley (formed from part of deleted Lemmon Valley-Golden Valley CDP), Incline Village (formed from part 

of deleted Incline Village-Crystal Bay CDP), Lemmon Valley (formed from part of deleted Lemmon ValleyGolden Valley CDP), Mogul (formed from part of deleted Verdi-Mogul CDP and additional area), Verdi 

(formed from part of deleted Verdi-Mogul CDP), and Washoe Valley; Deleted CDPs: Gerlach-Empire (split 

to form Empire and Gerlach CDPs), Incline Village-Crystal Bay (split to form Crystal Bay and Incline Village 

CDPs), Lemmon Valley-Golden Valley (part annexed to Reno city and remainder taken to form Golden Valley 

and Lemmon Valley CDPs), and Verdi-Mogul (part annexed to Reno city and remainder taken to form Verdi 

CDP and part of Mogul CDP); CDP Changes: Cold Springs CDP part annexed to Reno city and lost additional 

area; Spanish Springs CDP part annexed to Sparks city; Sun Valley CDP part annexed to Reno city.

White Pine County—Annexations: Ely city; New CDPs: Baker, Lund, Preston, and Ruth.

E-20
User Notes III-5

U.S. Census Bureau, 2010 Census

American Indian Areas

Ely Reservation—Gained area in White Pine County.

Fallon Paiute-Shoshone Colony and Off-Reservation Trust Land—Reservation portion part converted to offreservation trust land in Churchill County; Added additional off-reservation trust land in Churchill and 

Lyon Counties.

Fort McDermitt Indian Reservation (part)—Name corrected from Fort McDermitt Reservation.

Las Vegas Indian Colony—Name corrected from Las Vegas Colony.

Lovelock Indian Colony—Name corrected from Lovelock Colony.

Moapa River Indian Reservation—Name corrected from Moapa River Reservation.

Pyramid Lake Paiute Reservation—Name changed from Pyramid Lake Reservation; Gained area in Lyon, 

Storey, and Washoe Counties.

Reno-Sparks Indian Colony—Name corrected from Reno-Sparks Colony; Gained and lost area in Washoe 

County.

Stewart Community—Lost area in Douglas County.

Summit Lake Reservation and Off-Reservation Trust Land—Added off-reservation trust land in Humboldt 

County.

Timbi-Sha Shoshone Reservation and Off-Reservation Trust Land (part)—New area for 2010 in Esmeralda 

and Nye Counties.

Washoe Ranches Trust Land (part)—New area for 2010 in Carson City and Douglas and Lyon Counties.

Winnemucca Indian Colony—Name corrected from Winnemucca Colony.

E-21
E-22
Crosswalk of Urban Areas and Places IV-1

U.S. Census Bureau, 2010 Census

Crosswalk of Urban Areas and Places: 2010

Urban Area Place Within Urban Area

URBANIZED AREA

Carson City, NV Urbanized Area

Las Vegas--Henderson, NV Urbanized Area

Reno, NV--CA Urbanized Area (part)

URBAN CLUSTER

Battle Mountain, NV Urban Cluster

Boulder City, NV Urban Cluster

Bullhead City, AZ--NV Urban Cluster (part)

Dayton, NV Urban Cluster

Elko, NV Urban Cluster

Ely, NV Urban Cluster

Fallon, NV Urban Cluster

Fernley, NV Urban Cluster

Gardnerville Ranchos, NV Urban Cluster

Hawthorne, NV Urban Cluster

Incline Village, NV--CA Urban Cluster (part)

Johnson Lane, NV Urban Cluster

Laughlin, NV Urban Cluster

Mesquite, NV--AZ Urban Cluster (part)

Moapa Valley, NV Urban Cluster

Pahrump, NV Urban Cluster

South Lake Tahoe, CA--NV Urban Cluster (part)

Spring Creek North, NV Urban Cluster

Spring Creek South, NV Urban Cluster

Washoe Valley, NV Urban Cluster

West Wendover, NV--UT Urban Cluster (part)

Winnemucca, NV Urban Cluster

Yerington, NV Urban Cluster

Carson City (part)

Indian Hills CDP (part)

Enterprise CDP (part)

Henderson city (part)

Las Vegas city (part)

Nellis AFB CDP (part)

North Las Vegas city (part)

Paradise CDP

Spring Valley CDP

Summerlin South CDP (part)

Sunrise Manor CDP (part)

Whitney CDP

Winchester CDP

Cold Springs CDP (part)

Golden Valley CDP (part)

Lemmon Valley CDP (part)

Mogul CDP (part)

Reno city (part)

Spanish Springs CDP (part)

Sparks city (part)

Sun Valley CDP (part)

Verdi CDP (part)

Battle Mountain CDP (part)

Boulder City city (part)

Laughlin CDP (part)

Dayton CDP (part)

Elko city (part)

Ely city (part)

Fallon city (part)

Fernley city (part)

Wadsworth CDP (part)

Gardnerville CDP (part)

Gardnerville Ranchos CDP (part)

Minden CDP (part)

Ruhenstroth CDP (part)

Hawthorne CDP (part)

Crystal Bay CDP (part)

Incline Village CDP (part)

Johnson Lane CDP (part)

Laughlin CDP (part)

Mesquite city (part)

Moapa Valley CDP (part)

Pahrump CDP (part)

Kingsbury CDP (part)

Round Hill Village CDP (part)

Stateline CDP (part)

Spring Creek CDP (part)

Spring Creek CDP (part)

Washoe Valley CDP (part)

West Wendover city (part)

Winnemucca city (part)

Yerington city (part)

E-23
E-24
Population and Housing Unit Counts Nevada 1

U.S. Census Bureau, 2010 Census

Table 1. 

Population: Earliest Census to 2010; and Housing Units: 1950 to 2010

[For information concerning historical counts and geographic change, see “User Notes.” For information on confidentiality, nonsampling error, and definitions, see Appendixes]

State

Urban and Rural

State total Urban Rural Percent of total

Number

Change from 

preceding census

Number of 

places of 

2,500 or 

more Number

Change from 

preceding census

Number

Change from 

preceding census

Number Percent Number Percent Number Percent Urban Rural

POPULATION

Current urban definition:

 2010 (Apr. 1) .............. 2,700,551 702,294 35.1 42 2,543,797 715,151 39.1 156,754 –12,857 –7.6 94.2 5.8

 2000 (Apr. 1) .............. 1,998,257 796,582 66.3 44 1,828,646 778,675 74.2 169,611 17,749 11.7 91.5 8.5

 1990 (Apr. 1) ..............

1950–90 urban definition:

1,201,675 (X) (X) 32 1,049,971 (X) (X) 151,862 (X) (X) 87.4 12.6

 1990 (Apr. 1) .............. 1,201,675 401,167 50.1 32 1,061,444 378,497 55.4 140,389 22,843 19.4 88.3 11.7

 1980 (Apr. 1) .............. 800,508 311,770 63.8 24 682,947 287,611 72.8 117,546 24,144 25.8 85.3 14.7

 1970 (Apr. 1) .............. 488,738 203,460 71.3 18 395,336 194,632 97.0 93,402 8,828 10.4 80.9 19.1

 1960 (Apr. 1) .............. 285,278 125,195 78.2 12 200,704 109,079 119.0 84,574 16,116 23.5 70.4 29.6

 1950 (Apr. 1) ..............

Pre-1950 urban definition:

 160,083 (X) (X) 10 91,625 (X) (X) 68,458 (X) (X) 57.2 42.8

 1960 (Apr. 1) .............. 285,278 125,195 78.2 11 189,165 105,086 125.0 96,113 20,109 26.5 66.3 33.7

 1950 (Apr. 1) .............. 160,083 49,836 45.2 8 84,079 40,788 94.2 76,004 9,048 13.5 52.5 47.5

 1940 (Apr. 1) .............. 110,247 19,189 21.1 5 43,291 8,827 25.6 66,956 10,362 18.3 39.3 60.7

 1930 (Apr. 1) .............. 91,058 13,651 17.6 5 34,464 19,210 125.9 56,594 –5,559 –8.9 37.8 62.2

 1920 (Jan. 1) .............. 77,407 –4,468 –5.5 2 15,254 1,887 14.1 62,153 –6,355 –9.3 19.7 80.3

 1910 (Apr. 15) ............. 81,875 39,540 93.4 2 13,367 6,172 85.8 68,508 33,368 95.0 16.3 83.7

 1900 (June 1) .............. 42,335 –5,020 –10.6 2 7,195 –8,829 –55.1 35,140 3,809 12.2 17.0 83.0

 1890 (June 1) .............. 47,355 –14,911 –23.9 3 16,024 –3,329 –17.2 31,331 –11,582 –27.0 33.8 66.2

 1880 (June 1) .............. 62,266 19,325 45.0 3 19,353 12,305 174.6 42,913 7,020 19.6 31.1 68.9

 1870 (June 1) .............. 42,941 36,084 526.2 1 7,048 7,048 (X) 35,893 29,036 423.5 16.4 83.6

 1860 (June 1) ..............

HOUSING UNITS

Current urban definition:

 6,857 (X) (X) – – (X) (X) 6,857 (X) (X) – 100.0

 2010 (Apr. 1) .............. 1,173,814 346,357 41.9 (X) 1,097,550 347,620 46.4 76,264 –1,263 –1.6 93.5 6.5

 2000 (Apr. 1) .............. 827,457 308,680 59.5 (X) 749,930 298,568 66.1 77,527 10,031 14.9 90.6 9.4

 1990 (Apr. 1) ..............

1950–90 urban definition:

518,777 (X) (X) (X) 451,362 (X) (X) 67,496 (X) (X) 87.0 13.0

 1990 (Apr. 1) .............. 518,777 178,821 52.6 (X) 456,793 167,397 57.8 62,065 11,512 22.8 88.0 12.0

 1980 (Apr. 1) .............. 339,956 167,398 97.0 (X) 289,396 151,960 110.6 50,553 15,431 43.9 85.1 14.9

 1970 (Apr. 1) .............. 172,558 70,935 69.8 (X) 137,436 67,057 95.3 35,122 3,878 12.4 79.6 20.4

 1960 (Apr. 1) .............. 101,623 45,108 79.8 (X) 70,379 38,830 123.1 31,244 6,278 25.1 69.3 30.7

 1950 (Apr. 1) .............. 56,515 (X) (X) (X) 31,549 (X) (X) 24,966 (X) (X) 55.8 44.2

E-25
2 Nevada Population and Housing Unit Counts

U.S. Census Bureau, 2010 Census

Table 2. 

Population, Housing Units, and Land Area by Urban and Rural and Size of Urban Area: 2010

[Areas classified by population size. For information on confidentiality, nonsampling error, and definitions, see Appendixes]

State

Urban and Rural

Size of Urban Area [Population]

Population Housing units Land area Number of urban areas

Total

Percent 

distribution Total

Percent 

distribution

In square 

miles

Percent 

distribution Total

Entirely in 

state

Partly in 

state

 Nevada .................. 2,700,551 100.0 1,173,814 100.0 109,781 100.0 26 20 6

 Urban ..................... 2,543,797 94.2 1,097,550 93.5 767 0.7 26 20 6

In urbanized area ................ 2,336,222 86.5 999,698 85.2 604 0.6 3 2 1

 1,000,000 or more ............. 1,886,011 69.8 806,755 68.7 417 0.4 1 1 –

 500,000 to 999,999 ............ –––––––––

 250,000 to 499,999 ............ 392,132 14.5 168,321 14.3 164 0.2 1 – 1

 100,000 to 249,999 ............ –––––––––

 50,000 to 99,999 .............. 58,079 2.2 24,622 2.1 23 – 1 1 –

In urban cluster ................. 207,575 7.7 97,852 8.3 163 0.2 23 18 5

 25,000 to 49,999 .............. 30,624 1.1 15,261 1.3 46 – 3 1 2

 10,000 to 24,999 .............. 131,360 4.9 61,900 5.3 83 0.1 9 7 2

 5,000 to 9,999 ................ 21,437 0.8 9,934 0.9 14 – 4 3 1

 2,500 to 4,999 ................ 24,154 0.9 10,757 0.9 19 – 7 7 –

 Cumulative summary:

Urban area of—

 1,000,000 or more ............. 1,886,011 69.8 806,755 68.7 417 0.4 1 1 –

 500,000 or more ............... 1,886,011 69.8 806,755 68.7 417 0.4 1 1 –

 250,000 or more ............... 2,278,143 84.4 975,076 83.1 581 0.5 2 1 1

 100,000 or more ............... 2,278,143 84.4 975,076 83.1 581 0.5 2 1 1

 50,000 or more ................ 2,336,222 86.5 999,698 85.2 604 0.6 3 2 1

 25,000 or more ................ 2,366,846 87.6 1,014,959 86.5 651 0.6 6 3 3

 10,000 or more ................ 2,498,206 92.5 1,076,859 91.7 734 0.7 15 10 5

 5,000 or more ................. 2,519,643 93.3 1,086,793 92.6 748 0.7 19 13 6

 2,500 or more ................. 2,543,797 94.2 1,097,550 93.5 767 0.7 26 20 6

 Rural ..................... 156,754 5.8 76,264 6.5 109,014 99.3 (X) (X) (X)

E-26
Population and Housing Unit Counts Nevada 3

U.S. Census Bureau, 2010 Census

This page is intentionally blank.

E-27
4 Nevada Population and Housing Unit Counts

U.S. Census Bureau, 2010 Census

Table 3.

Population by Urban and Rural and Size of Place: 2010

[Places classified by population size. For information on confidentiality, nonsampling error, and definitions, see Appendixes]

Total Urban

In place

State All urban places Entirely urban places Partly urban places Size of Place [Population] Percent (entirely or partly urban)

Number of of total Number of Number of Number of Not in 

Population places population Total Population places Population places Population places place

 Nevada . . . . . . . . . . . . . . . 2,700,551 129 100.0 2,543,797 2,456,407 50 468,125 4 1,988,282 46 87,390

 In place ................. 2,549,441 129 94.4 2,456,407 2,456,407 50 468,125 4 1,988,282 46 (X)

 Not in place ............. 151,110 (X) 5.6 87,390 (X) (X) (X) (X) (X) (X) 87,390

In place of—

 1,000,000 or more. . . . ....... – – – – – – – – – – (X)

 500,000 to 999,999 .......... 583,756 1 21.6 583,505 583,5051–– 583,505 1 (X)

 250,000 to 499,999 .......... 257,729 1 9.5 255,330 255,3301–– 255,330 1 (X)

 100,000 to 249,999 .......... 1,141,597 6 42.3 1,138,869 1,138,869 6 401,562 2 737,307 4 (X)

 50,000 to 99,999 ............ 145,538 2 5.4 142,455 142,4552–– 142,455 2 (X)

 25,000 to 49,999 ............ 103,004 3 3.8 95,009 95,009 3 66,563 2 28,446 1 (X)

 10,000 to 24,999 ............ 150,085 9 5.6 137,281 137,2819–– 137,281 9 (X)

 5,000 to 9,999 .............. 84,643 12 3.1 69,519 69,519 11 – – 69,519 11 (X)

 2,500 to 4,999 .............. 27,824 8 1.0 26,596 26,5968–– 26,596 8 (X)

 2,000 to 2,499 .............. 9,049 4 0.3 1,087 1,0871–– 1,087 1 (X)

 1,500 to 1,999 .............. 8,428 5 0.3 1,417 1,4171–– 1,417 1 (X)

 1,000 to 1,499 .............. 16,818 14 0.6 3,427 3,4273–– 3,427 3 (X)

 500 to 999 ................. 12,123 16 0.5 1,607 1,6073–– 1,607 3 (X)

 200 to 499 ................. 6,177 21 0.2 305 305 1 – – 305 1 (X)

 Less than 200 .............. 2,670 27 0.1 – – – – – – – (X)

Cumulative summary:

In place of—

 1,000,000 or more. . . . ....... – – – – – – – – – – (X)

 500,000 or more ............ 583,756 1 21.6 583,505 583,5051–– 583,505 1 (X)

 250,000 or more ............ 841,485 2 31.2 838,835 838,8352–– 838,835 2 (X)

 100,000 or more ............ 1,983,082 8 73.4 1,977,704 1,977,704 8 401,562 2 1,576,142 6 (X)

 50,000 or more ............. 2,128,620 10 78.8 2,120,159 2,120,159 10 401,562 2 1,718,597 8 (X)

 25,000 or more ............. 2,231,624 13 82.6 2,215,168 2,215,168 13 468,125 4 1,747,043 9 (X)

 10,000 or more ............. 2,381,709 22 88.2 2,352,449 2,352,449 22 468,125 4 1,884,324 18 (X)

 5,000 or more .............. 2,466,352 34 91.3 2,421,968 2,421,968 33 468,125 4 1,953,843 29 (X)

 2,500 or more .............. 2,494,176 42 92.4 2,448,564 2,448,564 41 468,125 4 1,980,439 37 (X)

 2,000 or more .............. 2,503,225 46 92.7 2,449,651 2,449,651 42 468,125 4 1,981,526 38 (X)

 1,500 or more .............. 2,511,653 51 93.0 2,451,068 2,451,068 43 468,125 4 1,982,943 39 (X)

 1,000 or more .............. 2,528,471 65 93.6 2,454,495 2,454,495 46 468,125 4 1,986,370 42 (X)

 500 or more. . . . . . . . . ....... 2,540,594 81 94.1 2,456,102 2,456,102 49 468,125 4 1,987,977 45 (X)

 200 or more. . . . . . . . . ....... 2,546,771 102 94.3 2,456,407 2,456,407 50 468,125 4 1,988,282 46 (X)

E-28
Population and Housing Unit Counts Nevada 5

U.S. Census Bureau, 2010 Census

Table 3.

Population by Urban and Rural and Size of Place: 2010—Con.

[Places classified by population size. For information on confidentiality, nonsampling error, and definitions, see Appendixes]

Rural

State

Size of Place [Population]

Total

In place

Not in 

place

All rural places 

(entirely or partly rural) Entirely rural places Partly rural places

Population

Number of 

places Population

Number of 

places Population

Number of 

places

156,754 93,034 125 50,115 79 42,919 46 63,720 Nevada

93,034 93,034 125 50,115 79 42,919 46 (X) In place

63,720 (X) (X) (X) (X) (X) (X) 63,720 Not in place

In place of––

– – – – – – – (X) 1,000,000 or more

251 251 1 – – 251 1 (X) 500,000 to 999,999

2,399 2,3991–– 2,399 1 (X) 250,000 to 499,999

2,728 2,7284–– 2,728 4 (X) 100,000 to 249,999

3,083 3,0832–– 3,083 2 (X) 50,000 to 99,999

7,995 7,9951–– 7,995 1 (X) 25,000 to 49,999

12,804 12,8049–– 12,804 9 (X) 10,000 to 24,999

15,124 15,124 12 5,296 1 9,828 11 (X) 5,000 to 9,999

1,228 1,2288–– 1,228 8 (X) 2,500 to 4,999

7,962 7,962 4 6,897 3 1,065 1 (X) 2,000 to 2,499

7,011 7,011 5 6,872 4 139 1 (X) 1,500 to 1,999

13,391 13,391 14 12,820 11 571 3 (X) 1,000 to 1,499

10,516 10,516 16 9,688 13 828 3 (X) 500 to 999

5,872 5,872 21 5,872 20 – 1 (X) 200 to 499

2,670 2,670 27 2,670 27 – – (X) Less than 200

 Cumulative summary:

In place of––

– – – – – – – (X) 1,000,000 or more

251 251 1 – – 251 1 (X) 500,000 or more

2,650 2,6502–– 2,650 2 (X) 250,000 or more

5,378 5,3786–– 5,378 6 (X) 100,000 or more

8,461 8,4618–– 8,461 8 (X) 50,000 or more

16,456 16,4569–– 16,456 9 (X) 25,000 or more

29,260 29,260 18 – – 29,260 18 (X) 10,000 or more

44,384 44,384 30 5,296 1 39,088 29 (X) 5,000 or more

45,612 45,612 38 5,296 1 40,316 37 (X) 2,500 or more

53,574 53,574 42 12,193 4 41,381 38 (X) 2,000 or more

60,585 60,585 47 19,065 8 41,520 39 (X) 1,500 or more

73,976 73,976 61 31,885 19 42,091 42 (X) 1,000 or more

84,492 84,492 77 41,573 32 42,919 45 (X) 500 or more

90,364 90,364 98 47,445 52 42,919 46 (X) 200 or more

E-29
6 Nevada Population and Housing Unit Counts

U.S. Census Bureau, 2010 Census

Table 4. 

Population and Housing Units: 1970 to 2010

[For information concerning historical counts and geographic change, see “User Notes.” For information on confidentiality, nonsampling error, and definitions, see Appendixes]

State

County/County Equivalent

Population Housing units

2010 2000 1990 1980 1970 2010 2000 1990 1980 1970

 Nevada ............... 2,700,551 1,998,257 1,201,675 800,508 488,738 1,173,814 827,457 518,777 339,956 172,558

Churchill County ............. 24,877 23,982 17,938 13,917 10,513 10,826 9,732 7,290 5,774 3,724

Clark County ................ 1,951,269 1,375,765 741,368 463,087 273,288 840,343 559,799 317,134 190,607 93,047

Douglas County .............. 46,997 41,259 27,637 19,421 6,882 23,671 19,006 14,121 9,399 3,205

Elko County ................. 48,818 45,291 33,463 17,269 13,958 19,566 18,456 13,434 7,667 5,313

Esmeralda County . . . . . . . . . . . . 783 971 1,344 777 629 850 833 966 368 422

Eureka County ............... 1,987 1,651 1,547 1,198 948 1,076 1,025 817 605 370

Humboldt County ............. 16,528 16,106 12,844 9,449 6,375 7,123 6,954 5,044 3,835 2,388

Lander County ............... 5,775 5,794 6,266 4,076 2,666 2,575 2,780 2,586 1,664 907

Lincoln County ............... 5,345 4,165 3,775 3,732 2,557 2,730 2,178 1,800 1,685 1,043

Lyon County. . . . . ............ 51,980 34,501 20,001 13,594 8,221 22,547 14,279 8,722 5,815 2,922

Mineral County .............. 4,772 5,071 6,475 6,217 7,051 2,830 2,866 2,994 3,019 2,478

Nye County ................. 43,946 32,485 17,781 9,048 5,599 22,350 15,934 8,073 4,292 2,098

Pershing County ............. 6,753 6,693 4,336 3,408 2,670 2,464 2,389 1,908 1,414 1,121

Storey County ............... 4,010 3,399 2,526 1,503 695 1,990 1,596 1,085 726 361

Washoe County .............. 421,407 339,486 254,667 193,623 121,068 184,841 143,908 112,193 86,051 44,722

White Pine County............ 10,030 9,181 9,264 8,167 10,150 4,498 4,439 3,982 3,664 3,339

Carson City ................. 55,274 52,457 40,443 32,022 15,468 23,534 21,283 16,628 13,371 5,098

E-30
Population and Housing Unit Counts Nevada 7

U.S. Census Bureau, 2010 Census

Table 5. 

Population, Housing Units, Land Area, and Density: 2010; and Percent Change: 1980 to 2010

[For information concerning historical counts and geographic change, see “User Notes.” For information on confidentiality, nonsampling error, and definitions, see Appendixes]

State

County/County Equivalent

Population

Housing

units

Land area 

in square 

miles

Average per square 

mile of land Percent change

Population 

density

Housing

unit

density

Population Housing units

2000 to 

2010

1990 to 

2000

1980 to 

1990

2000 to 

2010

1990 to 

2000

1980 to 

1990

 Nevada .................... 2,700,551 1,173,814 109,781.18 24.6 10.7 35.1 66.3 50.1 41.9 59.5 52.6

Churchill County .................. 24,877 10,826 4,930.46 5.0 2.2 3.7 33.7 28.9 11.2 33.5 26.3

Clark County ..................... 1,951,269 840,343 7,891.43 247.3 106.5 41.8 85.6 60.1 50.1 76.5 66.4

Douglas County ................... 46,997 23,671 709.72 66.2 33.4 13.9 49.3 42.3 24.5 34.6 50.2

Elko County ...................... 48,818 19,566 17,169.83 2.8 1.1 7.8 35.3 93.8 6.0 37.4 75.2

Esmeralda County . . . . . . . . . . . . . . . . . 783 850 3,581.88 0.2 0.2 –19.4 –27.8 73.0 2.0 –13.8 162.5

Eureka County .................... 1,987 1,076 4,175.68 0.5 0.3 20.4 6.7 29.1 5.0 25.5 35.0

Humboldt County .................. 16,528 7,123 9,640.76 1.7 0.7 2.6 25.4 35.9 2.4 37.9 31.5

Lander County .................... 5,775 2,575 5,490.10 1.1 0.5 –0.3 –7.5 53.7 –7.4 7.5 55.4

Lincoln County .................... 5,345 2,730 10,633.20 0.5 0.3 28.3 10.3 1.2 25.3 21.0 6.8

Lyon County. . . . . ................. 51,980 22,547 2,001.19 26.0 11.3 50.7 72.5 47.1 57.9 63.7 50.0

Mineral County ................... 4,772 2,830 3,752.84 1.3 0.8 –5.9 –21.7 4.1 –1.3 –4.3 –0.8

Nye County ...................... 43,946 22,350 18,181.92 2.4 1.2 35.3 82.7 96.5 40.3 97.4 88.1

Pershing County .................. 6,753 2,464 6,036.56 1.1 0.4 0.9 54.4 27.2 3.1 25.2 34.9

Storey County .................... 4,010 1,990 262.92 15.3 7.6 18.0 34.6 68.1 24.7 47.1 49.4

Washoe County ................... 421,407 184,841 6,302.37 66.9 29.3 24.1 33.3 31.5 28.4 28.3 30.4

White Pine County................. 10,030 4,498 8,875.65 1.1 0.5 9.2 –0.9 13.4 1.3 11.5 8.7

Carson City ...................... 55,274 23,534 144.66 382.1 162.7 5.4 29.7 26.3 10.6 28.0 24.4

E-31
8 Nevada Population and Housing Unit Counts

U.S. Census Bureau, 2010 Census

Table 6. 

Rank of Counties by Percent Change in 

Population: 2000 to 2010 

[For information concerning historical counts and geographic change, see “User Notes.”

information on confidentiality, nonsampling error, and definitions, see Appendixes]

 For 

County/County Equivalent Population Percent change

2010 2000 Rank Percent

Lyon County. . . . . ................. 51,980 34,501 1 50.7

Clark County ..................... 1,951,269 1,375,765 2 41.8

Nye County ...................... 43,946 32,485 3 35.3

Lincoln County .................... 5,345 4,165 4 28.3

Washoe County ................... 421,407 339,486 5 24.1

Eureka County .................... 1,987 1,651 6 20.4

Storey County .................... 4,010 3,399 7 18.0

Douglas County ................... 46,997 41,259 8 13.9

White Pine County................. 10,030 9,181 9 9.2

Elko County ...................... 48,818 45,291 10 7.8

Carson City ...................... 55,274 52,457 11 5.4

Churchill County .................. 24,877 23,982 12 3.7

Humboldt County .................. 16,528 16,106 13 2.6

Pershing County .................. 6,753 6,693 14 0.9

Lander County .................... 5,775 5,794 15 –0.3

Mineral County ................... 4,772 5,071 16 –5.9

Esmeralda County . . . . . . . . . . . . . . . . . 783 971 17 –19.4

E-32
Population and Housing Unit Counts Nevada 9

U.S. Census Bureau, 2010 Census

Table 7. 

Population by Urban and Rural: 2010

[For information on confidentiality, nonsampling error, and definitions, see Appendixes]

State

County/County Equivalent Total 

population

Urban Rural Percent of total 

population

Total

In urbanized 

area

In urban 

cluster Total In place Not in place Urban Rural

 Nevada ...................... 2,700,551 2,543,797 2,336,222 207,575 156,754 93,034 63,720 94.2 5.8

Churchill County .................... 24,877 16,241 – 16,241 8,636 725 7,911 65.3 34.7

Clark County ....................... 1,951,269 1,925,784 1,886,011 39,773 25,485 16,637 8,848 98.7 1.3

Douglas County ..................... 46,997 32,168 4,726 27,442 14,829 12,149 2,680 68.4 31.6

Elko County ........................ 48,818 30,340 – 30,340 18,478 12,841 5,637 62.1 37.9

Esmeralda County . . . . . . . . . . . . . . . . . . . 783 – – – 783 634 149 – 100.0

Eureka County ...................... 1,987––– 1,987 1,002 985 – 100.0

Humboldt County .................... 16,528 10,268 – 10,268 6,260 1,302 4,958 62.1 37.9

Lander County ...................... 5,775 3,520 – 3,520 2,255 420 1,835 61.0 39.0

Lincoln County ...................... 5,345––– 5,345 4,726 619 – 100.0

Lyon County. . . . . ................... 51,980 32,780 754 32,026 19,200 12,273 6,927 63.1 36.9

Mineral County ..................... 4,772 3,249 – 3,249 1,523 1,108 415 68.1 31.9

Nye County ........................ 43,946 28,446 – 28,446 15,500 11,752 3,748 64.7 35.3

Pershing County .................... 6,753––– 6,753 3,345 3,408 – 100.0

Storey County ...................... 4,010 295 – 295 3,715 855 2,860 7.4 92.6

Washoe County ..................... 421,407 403,426 392,132 11,294 17,981 8,477 9,504 95.7 4.3

White Pine County................... 10,030 4,681 – 4,681 5,349 2,113 3,236 46.7 53.3

Carson City ........................ 55,274 52,599 52,599 – 2,675 2,675 – 95.2 4.8

E-33
10 Nevada Population and Housing Unit Counts

U.S. Census Bureau, 2010 Census

Table 8. 

Population and Housing Units: 1990 to 2010; and Area Measurements and Density: 2010—Con.

[For information concerning historical counts and geographic change, see “User Notes.” For information on confidentiality, nonsampling error, and definitions, see Appendixes]

State

County/County Equivalent

County Subdivision

Place

Population Housing units Area measurements in 

square miles

Average per square mile 

of land

2010 2000 1990 2010 2000 1990 Total area Land area

Population 

density

Housing unit 

density

 Nevada ................... 2,700,551 1,998,257 1,201,675 1,173,814 827,457 518,777 110,571.82 109,781.18 24.6 10.7

Churchill County ................. 24,877 23,982 17,938 10,826 9,732 7,290 5,024.06 4,930.46 5.0 2.2

 Carson Sink CCD . . . . . . . . . . . . . . . 29 35 11 13 14 6 1,196.23 1,175.69 – –

 Dixie Valley CCD . . . . . . . . . . . . . . . 170 135 167 94 114 196 2,849.30 2,800.93 0.1 –

 Fallon CCD. . . . . . . . . . . . . . . . . . . . 24,678 23,812 17,760 10,719 9,604 7,088 978.52 953.83 25.9 11.2

 Fallon city ................... 8,606 7,536 6,430 3,979 3,336 2,760 3.65 3.63 2,370.8 1,096.1

 Fallon Station CDP . . . . . . . . . . . . 705 1,265 1,092 229 360 300 2.47 2.47 285.4 92.7

Clark County .................... 1,951,269 1,375,765 741,368 840,343 559,799 317,134 8,060.81 7,891.43 247.3 106.5

 Clark CCD .................... 179,324 49,281 25,872 82,530 22,241 10,960 7,584.25 7,414.99 24.2 11.1

 Blue Diamond CDP . . . . . . . . . . . 290 282 (X) 135 125 (X) 7.22 7.22 40.2 18.7

 Boulder City city (part) ......... 2 – – 2 – – 169.94 169.94 – –

 Bunkerville CDP .............. 1,303 1,014 (X) 381 277 (X) 43.27 42.78 30.5 8.9

 Cal-Nev-Ari CDP . . . . . . . . . . . . . 244 278 (X) 168 199 (X) 2.27 2.27 107.5 74.0

 Enterprise CDP (part) ......... 44,120 1,000 827 18,204 387 334 18.35 18.35 2,404.4 992.0

 Goodsprings CDP . . . . . . . . . . . . 229 232 (X) 124 122 (X) 1.43 1.43 160.1 86.7

 Henderson city (part) .......... 32,688 2,583 – 16,755 1,290 – 27.69 27.69 1,180.5 605.1

 Indian Springs CDP . . . . . . . . . . . 991 1,302 1,164 548 657 510 18.01 18.01 55.0 30.4

 Las Vegas city (part) ........... 12,202 – – 4,957 – – 29.18 29.18 418.2 169.9

 Laughlin CDP ................ 7,323 7,076 4,791 4,966 4,127 2,637 89.39 88.04 83.2 56.4

 Mesquite city ................ 15,276 9,389 1,871 8,911 4,442 684 32.35 31.89 479.0 279.4

 Moapa Town CDP ............. 1,025 928 (X) 379 310 (X) 150.82 150.82 6.8 2.5

 Moapa Valley CDP ............ 6,924 5,784 3,444 2,793 2,213 1,415 43.70 43.67 158.6 64.0

 Mount Charleston CDP . . . . . . . . 357 285 (X) 504 362 (X) 29.29 29.29 12.2 17.2

 Nelson CDP . . . . . . . . . . . . . . . . . 37 (X) (X) 43 (X) (X) 4.80 4.80 7.7 9.0

 North Las Vegas city (part) . . . . . . 128 – – – – – 40.46 40.46 3.2 –

 Sandy Valley CDP ............ 2,051 1,804 (X) 1,024 811 (X) 56.00 56.00 36.6 18.3

 Searchlight CDP . . . . . . . . . . . . . . 539 576 (X) 461 444 (X) 13.13 13.13 41.1 35.1

 Summerlin South CDP (part) .... 16,800 505 (X) 8,090 283 (X) 8.59 8.59 1,955.8 941.8

 Sunrise Manor CDP (part) ...... 9,468 7,952 4,451 4,092 3,138 1,599 7.91 7.91 1,197.0 517.3

 Las Vegas CCD ................ 1,771,945 1,326,484 715,587 757,813 537,558 306,228 476.57 476.44 3,719.1 1,590.6

 Boulder City city (part) ......... 15,021 14,966 12,567 7,410 6,979 5,390 38.61 38.58 389.3 192.1

 Enterprise CDP (part) ......... 64,361 13,676 5,585 31,359 6,222 2,172 28.16 28.16 2,285.5 1,113.6

 Henderson city (part) .......... 225,041 172,798 64,942 96,831 69,859 25,400 80.04 80.04 2,811.6 1,209.8

 Las Vegas city (part) ........... 571,554 r 479,137 258,295 238,744 190,724 109,670 106.69 106.64 5,359.7 2,238.8

 Nellis AFB CDP .............. 3,187 8,896 8,377 1,068 3,040 2,065 2.71 2.71 1,176.0 394.1

 North Las Vegas city (part) ...... 216,833 115,488 47,707 76,073 36,600 15,837 60.93 60.89 3,561.1 1,249.4

 Paradise CDP ................ 223,167 186,070 124,682 114,296 85,398 63,924 46.72 46.72 4,776.7 2,446.4

 Spring Valley CDP ............ 178,395 117,390 51,726 83,678 52,870 22,236 33.23 33.23 5,368.5 2,518.1

 Summerlin South CDP (part) .... 7,285 3,230 (X) 3,452 1,472 (X) 1.06 1.06 6,872.6 3,256.6

 Sunrise Manor CDP (part) ...... 179,904 148,168 90,911 66,163 55,272 35,665 25.44 25.44 7,071.7 2,600.7

 Whitney CDP ................ 38,585 18,273 (X) 16,420 7,849 (X) 6.74 6.74 5,724.8 2,436.2

 Winchester CDP .............. 27,978 26,958 23,365 14,969 13,535 12,485 4.34 4.34 6,446.5 3,449.1

Douglas County .................. 46,997 41,259 27,637 23,671 19,006 14,121 737.64 709.72 66.2 33.4

 Gardnerville-Minden CCD ........ 30,220 24,974 15,639 13,203 9,887 6,322 171.52 170.74 177.0 77.3

 Carter Springs CDP . . . . . . . . . . . 553 (X) (X) 241 (X) (X) 2.80 2.80 197.5 86.1

 East Valley CDP (part) . . . . . . . . . 955 (X) (X) 444 (X) (X) 5.79 5.67 168.4 78.3

 Fish Springs CDP (part) . . . . . . . . 231 (X) (X) 101 (X) (X) 1.13 1.13 204.4 89.4

 Gardnerville CDP ............. 5,656 3,357 2,177 2,687 1,556 1,051 4.80 4.80 1,178.3 559.8

 Gardnerville Ranchos CDP ..... 11,312 11,054 7,455 4,745 4,123 2,810 15.02 15.02 753.1 315.9

 Johnson Lane CDP ........... 6,490 4,837 2,551 2,643 1,829 943 21.88 21.87 296.8 120.9

 Minden CDP ................. 3,001 2,836 1,441 1,479 1,231 688 4.25 4.23 709.5 349.6

 Ruhenstroth CDP ............. 1,293 (X) (X) 556 (X) (X) 2.81 2.81 460.1 197.9

 Genoa-Jacks Valley CCD ......... 8,232 6,631 4,158 3,927 2,752 1,671 66.71 66.65 123.5 58.9

 Genoa CDP . . . . . . . . . . . . . . . . . 939 (X) (X) 581 (X) (X) 9.19 9.19 102.2 63.2

 Indian Hills CDP .............. 5,627 4,407 2,544 2,394 1,737 963 14.61 14.61 385.1 163.9

 Pine Nut CCD . . . . . . . . . . . . . . . . . 958 787 296 413 313 122 226.81 226.80 4.2 1.8

 East Valley CDP (part) . . . . . . . . . 519 (X) (X) 222 (X) (X) 3.74 3.74 138.8 59.4

 Fish Springs CDP (part) . . . . . . . . 417 (X) (X) 174 (X) (X) 8.06 8.06 51.7 21.6

 Topaz Lake CCD ............... 2,185 2,128 1,429 1,276 1,092 796 179.83 178.25 12.3 7.2

 Double Spring CDP . . . . . . . . . . . 158 (X) (X) 71 (X) (X) 8.77 8.77 18.0 8.1

 Topaz Lake CDP . . . . . . . . . . . . . . 157 (X) (X) 142 (X) (X) 1.69 1.19 131.9 119.3

 Topaz Ranch Estates CDP ...... 1,501 (X) (X) 829 (X) (X) 14.39 14.39 104.3 57.6

 Zephyr Cove CCD .............. 5,402 6,739 6,115 4,852 4,962 5,210 92.76 67.28 80.3 72.1

 Glenbrook CDP . . . . . . . . . . . . . . 215 (X) (X) 373 (X) (X) 4.01 3.79 56.7 98.4

 Kingsbury CDP ............... 2,152 2,624 2,238 1,868 1,925 2,154 21.81 21.81 98.7 85.6

 Lakeridge CDP . . . . . . . . . . . . . . . 371 (X) (X) 355 (X) (X) 1.53 1.46 254.1 243.2

 Logan Creek CDP . . . . . . . . . . . . 26 (X) (X) 31 (X) (X) 1.81 1.75 14.9 17.7

 Round Hill Village CDP . . . . . . . . . 759 (X) (X) 773 (X) (X) 5.92 5.79 131.1 133.5

 Skyland CDP . . . . . . . . . . . . . . . . 376 (X) (X) 265 (X) (X) 4.46 4.36 86.2 60.8

 Stateline CDP . . . . . . . . . . . . . . . . 842 1,215 1,379 463 562 637 0.82 0.72 1,169.4 643.1

 Zephyr Cove CDP . . . . . . . . . . . . 565 (X) (X) 663 (X) (X) 2.24 2.12 266.5 312.7

E-34
Population and Housing Unit Counts Nevada 11

U.S. Census Bureau, 2010 Census

Table 8. 

Population and Housing Units: 1990 to 2010; and Area Measurements and Density: 2010—Con.

[For information concerning historical counts and geographic change, see “User Notes.” For information on confidentiality, nonsampling error, and definitions, see Appendixes]

State

County/County Equivalent

County Subdivision

Place

Population Housing units Area measurements in 

square miles

Average per square mile 

of land

2010 2000 1990 2010 2000 1990 Total area Land area

Population 

density

Housing unit 

density

Nevada—Con.

Elko County ..................... 48,818 45,291 33,463 19,566 18,456 13,434 17,202.95 17,169.83 2.8 1.1

 Carlin CCD .................... 2,396 2,347 2,300 1,057 1,040 936 443.47 443.37 5.4 2.4

 Carlin city ................... 2,368 2,161 2,220 1,043 1,014 888 10.44 10.44 226.8 99.9

 Elko CCD ..................... 36,944 32,823 24,246 14,149 12,934 9,115 2,865.64 2,863.13 12.9 4.9

 Elko city .................... 18,297 16,708 14,836 7,221 6,948 5,887 17.64 17.64 1,037.2 409.4

 Lamoille CDP . . . . . . . . . . . . . . . . 105 (X) (X) 75 (X) (X) 1.84 1.84 57.1 40.8

 Osino CDP . . . . . . . . . . . . . . . . . . 709 (X) (X) 239 (X) (X) 2.48 2.48 285.9 96.4

 Spring Creek CDP ............ 12,361 10,548 5,866 4,394 3,660 1,914 58.84 58.77 210.3 74.8

 Jackpot CCD .................. 1,285 1,214 1,159 701 532 580 1,405.30 1,404.97 0.9 0.5

 Jackpot CDP. . . . . . . .......... 1,195 (X) (X) 622 (X) (X) 3.93 3.88 308.0 160.3

 Jarbidge CCD . . . . . . . . . . . . . . . . . 107 112 113 157 191 143 1,816.16 1,815.34 0.1 0.1

 Montello CCD . . . . . . . . . . . . . . . . . . 349 487 213 271 347 166 1,682.41 1,681.14 0.2 0.2

 Montello CDP . . . . . . . . . . . . . . . . 84 (X) (X) 89 (X) (X) 0.40 0.40 210.0 222.5

 Oasis CDP . . . . . . . . . . . . . . . . . . 29 (X) (X) 20 (X) (X) 0.89 0.89 32.6 22.5

 Mountain City CCD ............. 1,245 1,442 1,333 683 717 691 3,863.96 3,851.08 0.3 0.2

 Owyhee CDP . . . . . . . . . . . . . . . . 953 1,017 908 393 371 353 225.91 225.30 4.2 1.7

 Wells CCD .................... 2,059 2,117 1,992 1,029 1,046 932 3,455.37 3,442.40 0.6 0.3

 Wells city ................... 1,292 1,346 1,256 641 633 562 6.90 6.90 187.2 92.9

 West Wendover CCD ............ 4,433 4,749 2,174 1,519 1,649 898 1,670.64 1,668.39 2.7 0.9

 West Wendover city ........... 4,410 4,721 (X) 1,504 1,626 (X) 7.48 7.48 589.6 201.1

Esmeralda County . . . . . . . . . . . . . . . . 783 971 1,344 850 833 966 3,589.04 3,581.88 0.2 0.2

 Goldfield CCD . . . . . . . . . . . . . . . . . 307 440 659 458 434 572 1,524.24 1,524.18 0.2 0.3

 Goldfield CDP . . . . . . . . . . . . . . . . 268 (X) (X) 321 (X) (X) 1.48 1.48 181.1 216.9

 Silver Peak CCD . . . . . . . . . . . . . . . 476 531 685 392 399 394 2,064.80 2,057.70 0.2 0.2

 Dyer CDP . . . . . . . . . . . . . . . . . . . 259 (X) (X) 183 (X) (X) 32.58 32.49 8.0 5.6

 Silver Peak CDP . . . . . . . . . . . . . . 107 (X) (X) 133 (X) (X) 0.99 0.99 108.1 134.3

Eureka County ................... 1,987 1,651 1,547 1,076 1,025 817 4,179.96 4,175.68 0.5 0.3

 Beowawe CCD . . . . . . . . . . . . . . . . . 636 548 440 377 404 275 1,860.30 1,857.72 0.3 0.2

 Crescent Valley CDP . . . . . . . . . . 392 (X) (X) 237 (X) (X) 2.23 2.23 175.8 106.3

 Eureka CCD ................... 1,351 1,103 1,107 699 621 542 2,319.66 2,317.97 0.6 0.3

 Eureka CDP . . . . . . . . . . . . . . . . . 610 (X) (X) 346 (X) (X) 1.40 1.40 435.7 247.1

Humboldt County ........ ......... 16,528 16,106 12,844 7,123 6,954 5,044 9,657.82 9,640.76 1.7 0.7

 Golconda CCD ................. 1,579 9,952 429 750 4,269 227 1,671.21 1,664.28 0.9 0.5

 Golconda CDP . . . . . . . . . . . . . . . 214 (X) (X) 129 (X) (X) 9.04 9.04 23.7 14.3

 Valmy CDP . . . . . . . . . . . . . . . . . . 37 (X) (X) 35 (X) (X) 3.66 3.66 10.1 9.6

 McDermitt CCD ................ 1,099 1,240 1,192 609 604 534 2,192.13 2,188.17 0.5 0.3

 Fort McDermitt CDP . . . . . . . . . . . 341 269 373 125 107 133 17.93 17.93 19.0 7.0

 McDermitt CDP . . . . . . . . . . . . . . 172 (X) (X) 101 (X) (X) 3.28 3.28 52.4 30.8

 Orovada CDP . . . . . . . . . . . . . . . . 155 (X) (X) 96 (X) (X) 45.30 45.30 3.4 2.1

 Paradise Valley CDP . . . . . . . . . . 109 (X) (X) 92 (X) (X) 15.95 15.94 6.8 5.8

 Summit Lake CCD . . . . . . . . . . . . . . 318 292 281 232 193 178 3,516.13 3,510.07 0.1 0.1

 Denio CDP . . . . . . . . . . . . . . . . . . 47 (X) (X) 44 (X) (X) 16.12 16.12 2.9 2.7

 Winnemucca CCD .............. 13,532 4,622 10,942 5,532 1,888 4,105 2,278.35 2,278.24 5.9 2.4

 Winnemucca city ............. 7,396 1,266 6,102 3,214 646 2,429 9.39 9.39 787.6 342.3

Lander County ................... 5,775 5,794 6,266 2,575 2,780 2,586 5,519.49 5,490.10 1.1 0.5

 Austin CCD . . . . . . . . . . . . . . . . . . . 528 468 990 423 372 537 3,782.83 3,753.51 0.1 0.1

 Austin CDP . . . . . . . . . . . . . . . . . . 192 (X) (X) 162 (X) (X) 1.12 1.12 171.4 144.6

 Kingston CDP . . . . . . . . . . . . . . . . 113 (X) (X) 124 (X) (X) 4.07 4.07 27.8 30.5

 Battle Mountain CCD ............ 5,247 5,326 5,276 2,152 2,408 2,049 1,736.66 1,736.59 3.0 1.2

 Battle Mountain CDP .......... 3,635 2,871 3,542 1,518 1,455 1,431 3.57 3.57 1,018.2 425.2

Lincoln County ................... 5,345 4,165 3,775 2,730 2,178 1,800 10,636.99 10,633.20 0.5 0.3

 Alamo CCD ................... 1,398 1,096 1,023 634 542 440 4,369.22 4,366.66 0.3 0.1

 Alamo CDP .................. 1,080 (X) (X) 457 (X) (X) 30.28 30.28 35.7 15.1

 Hiko CDP . . . . . . . . . . . . . . . . . . . 119 (X) (X) 50 (X) (X) 23.74 23.41 5.1 2.1

 Rachel CDP . . . . . . . . . . . . . . . . . 54 (X) (X) 45 (X) (X) 7.63 7.63 7.1 5.9

 Caliente CCD .................. 1,263 1,204 1,148 585 546 490 2,591.60 2,591.05 0.5 0.2

 Caliente city (part) ............ 1,130 1,123 1,111 530 479 449 1.86 1.86 607.5 284.9

 Pioche CCD ................... 2,684 1,865 1,604 1,511 1,090 870 3,676.17 3,675.49 0.7 0.4

 Beaverdam CDP. . . . . . . . . . . . . . 44 (X) (X) 26 (X) (X) 3.85 3.85 11.4 6.8

 Bennett Springs CDP. . . . . . . . . . 132 (X) (X) 69 (X) (X) 11.86 11.86 11.1 5.8

 Caliente city (part) ............ – – – – – – – –– –

 Dry Valley CDP . . . . . . . . . . . . . . . 78 (X) (X) 33 (X) (X) 3.79 3.79 20.6 8.7

 Mount Wilson CDP . . . . . . . . . . . . 33 (X) (X) 75 (X) (X) 4.61 4.61 7.2 16.3

 Panaca CDP . . . . . . . . . . . . . . . . . 963 (X) (X) 426 (X) (X) 3.26 3.26 295.4 130.7

 Pioche CDP ................. 1,002 (X) (X) 564 (X) (X) 6.15 6.15 162.9 91.7

 Ursine CDP . . . . . . . . . . . . . . . . . 91 (X) (X) 87 (X) (X) 4.34 4.34 21.0 20.0

E-35
12 Nevada Population and Housing Unit Counts

U.S. Census Bureau, 2010 Census

Table 8. 

Population and Housing Units: 1990 to 2010; and Area Measurements and Density: 2010—Con.

[For information concerning historical counts and geographic change, see “User Notes.” For information on confidentiality, nonsampling error, and definitions, see Appendixes]

State

County/County Equivalent

County Subdivision

Place

Population Housing units Area measurements in 

square miles

Average per square mile 

of land

2010 2000 1990 2010 2000 1990 Total area Land area

Population 

density

Housing unit 

density

 Nevada—Con.

Lyon County. . . . . . . . . . . . . . . . . . . . . 51,980 34,501 20,001 22,547 14,279 8,722 2,024.20 2,001.19 26.0 11.3

 Dayton CCD ................... 15,276 9,682 4,321 6,412 3,794 1,804 213.54 213.42 71.6 30.0

 Dayton CDP ................. 8,964 5,907 2,217 3,766 2,322 920 31.82 31.81 281.8 118.4

 Fernley CCD . . . . . . . . . . . . . . . . . . 19,519 8,596 5,188 8,033 3,452 2,049 184.61 177.75 109.8 45.2

 Fernley city .................. 19,368 8,543 5,164 7,975 3,432 2,030 128.86 122.12 158.6 65.3

 Silver Springs CCD ............. 7,629 6,691 3,261 3,508 2,776 1,482 510.96 499.42 15.3 7.0

 Silver Springs CDP ............ 5,296 4,708 2,253 2,456 1,935 1,081 77.11 71.60 74.0 34.3

 Stagecoach CDP ............. 1,874 (X) (X) 840 (X) (X) 8.35 8.35 224.4 100.6

 Smith Valley CCD ............... 1,670 1,564 1,139 840 697 503 572.74 569.21 2.9 1.5

 Smith Valley CDP ............. 1,603 1,425 1,033 800 609 438 122.55 120.62 13.3 6.6

 Yerington CCD ................. 7,886 7,968 6,092 3,754 3,560 2,884 542.36 541.38 14.6 6.9

 Yerington city ................ 3,048 2,883 2,367 1,507 1,359 1,123 8.60 8.60 354.4 175.2

Mineral County .................. 4,772 5,071 6,475 2,830 2,866 2,994 3,812.98 3,752.84 1.3 0.8

 Hawthorne CCD ................ 3,789 3,928 5,169 2,225 2,239 2,364 993.05 941.01 4.0 2.4

 Hawthorne CDP .............. 3,269 3,311 4,162 1,864 1,883 1,858 1.62 1.62 2,017.9 1,150.6

 Walker Lake CDP . . . . . . . . . . . . . 275 (X) (X) 226 (X) (X) 1.36 1.36 202.2 166.2

 Mina CCD . . . . . . . . . . . . . . . . . . . . 233 284 484 240 279 331 1,650.29 1,648.95 0.1 0.1

 Mina CDP . . . . . . . . . . . . . . . . . . . 155 (X) (X) 158 (X) (X) 2.41 2.41 64.3 65.6

 Walker River CCD . . . . . . . . . . . . . . 750 859 822 365 348 299 1,169.63 1,162.88 0.6 0.3

 Schurz CDP . . . . . . . . . . . . . . . . . 658 721 617 322 312 249 58.54 57.74 11.4 5.6

Nye County ..................... 43,946 32,485 17,781 22,350 15,934 8,073 18,198.61 18,181.92 2.4 1.2

 Amargosa Valley CCD ........... 1,456 1,176 786 711 541 334 527.63 527.57 2.8 1.3

 Beatty CCD ................... 1,032 1,173 1,652 714 752 902 1,077.14 1,074.92 1.0 0.7

 Beatty CDP .................. 1,010 1,154 1,623 700 740 869 174.14 174.11 5.8 4.0

 Duckwater CCD . . . . . . . . . . . . . . . . 228 250 298 163 154 215 4,348.61 4,346.18 0.1 –

 Gabbs CCD . . . . . . . . . . . . . . . . . . . 525 503 812 298 281 359 1,780.31 1,779.47 0.3 0.2

 Gabbs CDP . . . . . . . . . . . . . . . . . 269 318 667 183 183 290 2.25 2.25 119.6 81.3

 Pahrump CCD ................. 36,583 17,601 7,425 17,918 8,351 3,508 716.91 716.74 51.0 25.0

 Pahrump CDP ............... 36,441 17,601 7,409 17,824 8,351 3,501 301.88 301.73 120.8 59.1

 Ralston Valley CCD . . . . . . . . . . . . . 48 39 122 40 24 62 2,880.70 2,879.01 – –

 Round Mountain CCD ........... 1,577 1,825 1,923 910 872 891 2,560.13 2,557.28 0.6 0.4

 Tonopah CCD .................. 2,497 2,783 3,680 1,596 1,589 1,753 120.67 120.67 20.7 13.2

 Tonopah CDP ................ 2,478 2,627 3,616 1,576 1,561 1,713 16.24 16.24 152.6 97.0

 Yucca Flat CCD ................ – – 1,016 – – – 4,186.51 4,180.10 – –

Pershing County ................. 6,753 6,693 4,336 2,464 2,389 1,908 6,067.43 6,036.56 1.1 0.4

 Imlay CCD .................... 1,914 1,912 1,104 926 885 546 4,242.60 4,217.93 0.5 0.2

 Grass Valley CDP ............. 1,161 (X) (X) 466 (X) (X) 34.51 34.51 33.6 13.5

 Humboldt River Ranch CDP . . . . . 119 (X) (X) 70 (X) (X) 12.87 12.87 9.2 5.4

 Imlay CDP . . . . . . . . . . . . . . . . . . 171 (X) (X) 113 (X) (X) 1.18 1.18 144.9 95.8

 Lovelock CCD ................. 4,839 4,781 3,232 1,538 1,504 1,362 1,824.82 1,818.63 2.7 0.8

 Lovelock city ................. 1,894 2,003 2,069 945 951 892 0.85 0.85 2,228.2 1,111.8

Storey County ................... 4,010 3,399 2,526 1,990 1,596 1,085 263.64 262.92 15.3 7.6

 Clark CCD .................... 1,123 882 700 558 461 292 133.68 133.23 8.4 4.2

 Virginia City CCD ............... 2,887 2,517 1,826 1,432 1,135 793 129.97 129.69 22.3 11.0

 Virginia City CDP . . . . . . . . . . . . . 855 (X) (X) 488 (X) (X) 0.87 0.87 982.8 560.9

Washoe County .................. 421,407 339,486 254,667 184,841 143,908 112,193 6,542.21 6,302.37 66.9 29.3

 High Desert CCD . . . . . . . . . . . . . . . 567 912 (X) 418 487 (X) 4,405.78 4,389.64 0.1 0.1

 Empire CDP . . . . . . . . . . . . . . . . . 217 (X) (X) 126 (X) (X) 5.13 5.13 42.3 24.6

 Gerlach CDP . . . . . . . . . . . . . . . . 206 (X) (X) 151 (X) (X) 3.13 3.13 65.8 48.2

 Incline Village CCD ............. 9,087 9,952 7,567 7,954 7,664 6,774 46.96 25.43 357.3 312.8

 Crystal Bay CDP . . . . . . . . . . . . . 305 (X) (X) 285 (X) (X) 0.78 0.45 677.8 633.3

 Incline Village CDP (part) ....... 8,777 (X) (X) 7,667 (X) (X) 18.43 18.22 481.7 420.8

 North Valleys CCD .............. 51,813 34,002 (X) 19,127 12,155 (X) 266.72 262.78 197.2 72.8

 Cold Springs CDP ............ 8,544 3,834 (X) 3,210 1,382 (X) 8.75 8.75 976.5 366.9

 Golden Valley CDP ............ 1,556 (X) (X) 619 (X) (X) 3.61 3.61 431.0 171.5

 Lemmon Valley CDP .......... 5,040 (X) (X) 1,897 (X) (X) 18.40 17.19 293.2 110.4

 Reno city (part) ............... 31,710 18,379 (X) 11,299 6,365 (X) 38.00 35.49 893.5 318.4

 Pyramid Lake CCD ............. 1,654 1,714 1,438 694 668 620 901.91 713.81 2.3 1.0

 Nixon CDP . . . . . . . . . . . . . . . . . . 374 418 (X) 142 144 (X) 6.32 6.32 59.2 22.5

 Sutcliffe CDP . . . . . . . . . . . . . . . . 253 281 (X) 120 113 (X) 10.00 10.00 25.3 12.0

 Wadsworth CDP . . . . . . . . . . . . . . 834 881 640 350 360 292 3.72 3.72 224.2 94.1

 Reno North CCD ............... 81,633 71,163 (X) 38,187 30,938 (X) 21.75 21.66 3,768.8 1,763.0

 Mogul CDP (part) . . . . . . . . . . . . . 116 (X) (X) 40 (X) (X) 0.40 0.40 290.0 100.0

 Reno city (part) ............... 79,336 67,667 (X) 37,329 29,621 (X) 18.49 18.40 4,311.7 2,028.8

 Sparks city (part) ............. 2,099 2,153 (X) 785 828 (X) 0.29 0.29 7,237.9 2,706.9

E-36
Population and Housing Unit Counts Nevada 13

U.S. Census Bureau, 2010 Census

Table 8. 

Population and Housing Units: 1990 to 2010; and Area Measurements and Density: 2010—Con.

[For information concerning historical counts and geographic change, see “User Notes.” For information on confidentiality, nonsampling error, and definitions, see Appendixes]

State

County/County Equivalent

County Subdivision

Place

Population Housing units Area measurements in 

square miles

Average per square mile 

of land

2010 2000 1990 2010 2000 1990 Total area Land area

Population 

density

Housing unit 

density

Nevada—Con.

Washoe County—Con.

 Reno Southeast CCD ........... 69,660 54,622 (X) 31,368 24,178 (X) 46.89 46.76 1,489.7 670.8

 Reno city (part) ............... 64,473 49,489 (X) 29,159 22,146 (X) 22.88 22.76 2,832.7 1,281.2

 Reno Southwest CCD ........... 57,544 53,634 (X) 27,610 24,483 (X) 145.26 145.13 396.5 190.2

 Incline Village CDP (part) . . . . . . . – (X) (X) – (X) (X) 3.30 3.30 – –

 Reno city (part) ............... 43,089 43,073 (X) 21,800 20,427 (X) 15.10 15.00 2,872.6 1,453.3

 Sparks CCD ................... 57,101 55,794 (X) 23,697 21,901 (X) 16.26 16.25 3,513.9 1,458.3

 Reno city (part) . . . . . . . . . . . . . . . – (X) (X) – (X) (X) – – – –

 Sparks city (part) ............. 56,480 55,186 (X) 23,432 21,668 (X) 15.08 15.08 3,745.4 1,553.8

 Sun Valley CCD ................ 20,337 21,002 (X) 7,182 7,464 (X) 15.13 15.13 1,344.2 474.7

 Reno city (part) ............... 2,330 1,631 (X) 991 802 (X) 1.02 1.02 2,284.3 971.6

 Sparks city (part) . . . . . . . . . . . . . 18 42 (X) 5 10 (X) 0.30 0.30 60.0 16.7

 Sun Valley CDP (part) ......... 17,989 19,329 (X) 6,186 6,652 (X) 13.79 13.79 1,304.5 448.6

 Verdi CCD .................... 6,892 3,193 (X) 3,182 1,306 (X) 27.06 26.82 257.0 118.6

 Mogul CDP (part) ............. 1,174 (X) (X) 483 (X) (X) 1.08 1.07 1,097.2 451.4

 Reno city (part) ............... 4,283 241 (X) 2,004 92 (X) 10.21 10.17 421.1 197.1

 Verdi CDP ................... 1,415 (X) (X) 686 (X) (X) 3.49 3.37 419.9 203.6

 Warm Springs-Truckee 

 Canyon CCD ................. 52,378 22,054 (X) 19,983 8,151 (X) 515.44 514.85 101.7 38.8

 Spanish Springs CDP. . . . . . . . . . 15,064 9,018 (X) 5,619 3,078 (X) 55.99 55.66 270.6 101.0

 Sparks city (part) ............. 31,667 8,965 (X) 12,233 3,519 (X) 20.25 20.08 1,577.0 609.2

 Sun Valley CDP (part) ......... 1,310 132 (X) 462 51 (X) 1.11 1.11 1,180.2 416.2

 Washoe Valley CCD ............. 12,741 11,444 (X) 5,439 4,513 (X) 133.06 124.10 102.7 43.8

 Reno city (part) . . . . . . . . . . . . . . . – (X) (X) – (X) (X) 0.18 0.18 – –

 Washoe Valley CDP ........... 3,019 (X) (X) 1,311 (X) (X) 5.04 5.04 599.0 260.1

White Pine County ................ 10,030 9,181 9,264 4,498 4,439 3,982 8,896.76 8,875.65 1.1 0.5

 Baker CCD . . . . . . . . . . . . . . . . . . . . 363 382 337 222 237 265 3,319.36 3,305.26 0.1 0.1

 Baker CDP . . . . . . . . . . . . . . . . . . 68 (X) (X) 38 (X) (X) 0.91 0.90 75.6 42.2

 Cherry Creek CCD . . . . . . . . . . . . . . 72 93 153 101 136 144 2,440.44 2,434.12 – –

 Ely CCD ...................... 5,941 5,535 5,846 2,909 2,847 2,437 539.94 539.73 11.0 5.4

 Ely city ..................... 4,255 4,041 4,756 2,185 2,205 2,098 7.64 7.64 556.9 286.0

 Lund CCD . . . . . . . . . . . . . . . . . . . . 538 372 476 230 202 207 1,625.88 1,625.80 0.3 0.1

 Lund CDP . . . . . . . . . . . . . . . . . . . 282 (X) (X) 115 (X) (X) 1.70 1.70 165.9 67.6

 Preston CDP . . . . . . . . . . . . . . . . 78 (X) (X) 39 (X) (X) 1.18 1.18 66.1 33.1

 McGill CCD ................... 1,447 2,293 1,900 742 727 689 721.31 720.89 2.0 1.0

 McGill CDP .................. 1,148 1,054 1,258 582 599 576 1.09 1.09 1,053.2 533.9

 Ruth CCD ..................... 1,669 506 552 294 290 240 249.83 249.83 6.7 1.2

 Ruth CDP . . . . . . . . . . . . . . . . . . . 440 (X) (X) 247 (X) (X) 0.35 0.35 1,257.1 705.7

Carson City ..................... 55,274 52,457 40,443 23,534 21,283 16,628 157.24 144.66 382.1 162.7

 Carson City CCD ............... 55,274 52,457 40,443 23,534 21,283 16,628 157.24 144.66 382.1 162.7

 Carson City .................. 55,274 52,457 40,443 23,534 21,283 16,628 157.24 144.66 382.1 162.7

E-37
14 Nevada Population and Housing Unit Counts

U.S. Census Bureau, 2010 Census

Table 9. 

Population and Housing Units: 1990 to 2010; and Area Measurements and Density: 2010—Con.

[For information concerning historical counts and geographic change, see “User Notes.” For information on confidentiality, nonsampling error, and definitions, see Appendixes]

Population Housing units

State Percent Percent 

Place and [in Selected States] County Subdivision change change

2000 to 2000 to 

2010 2000 1990 2010 2010 2000 1990 2010

 Nevada .................................. 2,700,551 1,998,257 1,201,675 35.1 1,173,814 827,457 518,777 41.9

Alamo CDP, Lincoln County ........................ 1,080 (X) (X) (X) 457 (X) (X) (X)

Austin CDP, Lander County . . . . . . . . . . . . . . . . . . . . . . . . 192 (X) (X) (X) 162 (X) (X) (X)

Baker CDP, White Pine County . . . . . . . . . . . . . . . . . . . . . 68 (X) (X) (X) 38 (X) (X) (X)

Battle Mountain CDP, Lander County ................ 3,635 2,871 3,542 26.6 1,518 1,455 1,431 4.3

Beatty CDP, Nye County .......................... 1,010 1,154 1,623 –12.5 700 740 869 –5.4

Beaverdam CDP, Lincoln County . . . . . . . . . . . . . . . . . . . . 44 (X) (X) (X) 26 (X) (X) (X)

Bennett Springs CDP, Lincoln County . . . . . . . . . . . . . . . . 132 (X) (X) (X) 69 (X) (X) (X)

Blue Diamond CDP, Clark County . . . . . . . . . . . . . . . . . . . 290 282 (X) 2.8 135 125 (X) 8.0

Boulder City city, Clark County ..................... 15,023 14,966 12,567 0.4 7,412 6,979 5,390 6.2

Bunkerville CDP, Clark County ..................... 1,303 1,014 (X) 28.5 381 277 (X) 37.5

Caliente city, Lincoln County ....................... 1,130 1,123 1,111 0.6 530 479 449 10.6

Cal-Nev-Ari CDP, Clark County . . . . . . . . . . . . . . . . . . . . . 244 278 (X) –12.2 168 199 (X) –15.6

Carlin city, Elko County ........................... 2,368 2,161 2,220 9.6 1,043 1,014 888 2.9

Carson City, Carson City .......................... 55,274 52,457 40,443 5.4 23,534 21,283 16,628 10.6

Carter Springs CDP, Douglas County . . . . . . . . . . . . . . . . 553 (X) (X) (X) 241 (X) (X) (X)

Cold Springs CDP, Washoe County .................. 8,544 3,834 (X) 122.8 3,210 1,382 (X) 132.3

Crescent Valley CDP, Eureka County . . . . . . . . . . . . . . . . 392 (X) (X) (X) 237 (X) (X) (X)

Crystal Bay CDP, Washoe County . . . . . . . . . . . . . . . . . . . 305 (X) (X) (X) 285 (X) (X) (X)

Dayton CDP, Lyon County ......................... 8,964 5,907 2,217 51.8 3,766 2,322 920 62.2

Denio CDP, Humboldt County . . . . . . . . . . . . . . . . . . . . . . 47 (X) (X) (X) 44 (X) (X) (X)

Double Spring CDP, Douglas County . . . . . . . . . . . . . . . . 158 (X) (X) (X) 71 (X) (X) (X)

Dry Valley CDP, Lincoln County . . . . . . . . . . . . . . . . . . . . . 78 (X) (X) (X) 33 (X) (X) (X)

Dyer CDP, Esmeralda County . . . . . . . . . . . . . . . . . . . . . . 259 (X) (X) (X) 183 (X) (X) (X)

East Valley CDP, Douglas County ................... 1,474 (X) (X) (X) 666 (X) (X) (X)

Elko city, Elko County ............................ 18,297 16,708 14,836 9.5 7,221 6,948 5,887 3.9

Ely city, White Pine County ........................ 4,255 4,041 4,756 5.3 2,185 2,205 2,098 –0.9

Empire CDP, Washoe County . . . . . . . . . . . . . . . . . . . . . . 217 (X) (X) (X) 126 (X) (X) (X)

Enterprise CDP, Clark County ...................... 108,481 14,676 6,412 639.2 49,563 6,609 2,506 649.9

Eureka CDP, Eureka County . . . . . . . . . . . . . . . . . . . . . . . 610 (X) (X) (X) 346 (X) (X) (X)

Fallon city, Churchill County. . . . . . . . . . . . . . . . . . . . . . . . 8,606 7,536 6,430 14.2 3,979 3,336 2,760 19.3

Fallon Station CDP, Churchill County . . . . . . . . . . . . . . . . 705 1,265 1,092 –44.3 229 360 300 –36.4

Fernley city, Lyon County .......................... 19,368 8,543 5,164 126.7 7,975 3,432 2,030 132.4

Fish Springs CDP, Douglas County . . . . . . . . . . . . . . . . . . 648 (X) (X) (X) 275 (X) (X) (X)

Fort McDermitt CDP, Humboldt County . . . . . . . . . . . . . . . 341 269 373 26.8 125 107 133 16.8

Gabbs CDP, Nye County . . . . . . . . . . . . . . . . . . . . . . . . . . 269 318 667 –15.4 183 183 290 –

Gardnerville CDP, Douglas County .................. 5,656 3,357 2,177 68.5 2,687 1,556 1,051 72.7

Gardnerville Ranchos CDP, Douglas County .......... 11,312 11,054 7,455 2.3 4,745 4,123 2,810 15.1

Genoa CDP, Douglas County . . . . . . . . . . . . . . . . . . . . . . 939 (X) (X) (X) 581 (X) (X) (X)

Gerlach CDP, Washoe County . . . . . . . . . . . . . . . . . . . . . . 206 (X) (X) (X) 151 (X) (X) (X)

Glenbrook CDP, Douglas County . . . . . . . . . . . . . . . . . . . 215 (X) (X) (X) 373 (X) (X) (X)

Golconda CDP, Humboldt County . . . . . . . . . . . . . . . . . . . 214 (X) (X) (X) 129 (X) (X) (X)

Golden Valley CDP, Washoe County ................. 1,556 (X) (X) (X) 619 (X) (X) (X)

Goldfield CDP, Esmeralda County . . . . . . . . . . . . . . . . . . . 268 (X) (X) (X) 321 (X) (X) (X)

Goodsprings CDP, Clark County . . . . . . . . . . . . . . . . . . . . 229 232 (X) –1.3 124 122 (X) 1.6

Grass Valley CDP, Pershing County ................. 1,161 (X) (X) (X) 466 (X) (X) (X)

Hawthorne CDP, Mineral County .................... 3,269 3,311 4,162 –1.3 1,864 1,883 1,858 –1.0

Henderson city, Clark County ...................... 257,729 175,381 64,948 47.0 113,586 71,149 25,404 59.6

Hiko CDP, Lincoln County . . . . . . . . . . . . . . . . . . . . . . . . . 119 (X) (X) (X) 50 (X) (X) (X)

Humboldt River Ranch CDP, Pershing County . . . . . . . . . 119 (X) (X) (X) 70 (X) (X) (X)

Imlay CDP, Pershing County . . . . . . . . . . . . . . . . . . . . . . . 171 (X) (X) (X) 113 (X) (X) (X)

Incline Village CDP, Washoe County ................. 8,777 (X) (X) (X) 7,667 (X) (X) (X)

Indian Hills CDP, Douglas County ................... 5,627 4,407 2,544 27.7 2,394 1,737 963 37.8

Indian Springs CDP, Clark County . . . . . . . . . . . . . . . . . . . 991 1,302 1,164 –23.9 548 657 510 –16.6

Jackpot CDP, Elko County ......................... 1,195 (X) (X) (X) 622 (X) (X) (X)

Johnson Lane CDP, Douglas County ................ 6,490 4,837 2,551 34.2 2,643 1,829 943 44.5

Kingsbury CDP, Douglas County .................... 2,152 2,624 2,238 –18.0 1,868 1,925 2,154 –3.0

Kingston CDP, Lander County . . . . . . . . . . . . . . . . . . . . . . 113 (X) (X) (X) 124 (X) (X) (X)

Lakeridge CDP, Douglas County . . . . . . . . . . . . . . . . . . . . 371 (X) (X) (X) 355 (X) (X) (X)

Lamoille CDP, Elko County . . . . . . . . . . . . . . . . . . . . . . . . 105 (X) (X) (X) 75 (X) (X) (X)

Las Vegas city, Clark County ....................... 583,756 r 479,137 258,204 21.8 243,701 190,724 109,616 27.8

Laughlin CDP, Clark County ....................... 7,323 7,076 4,791 3.5 4,966 4,127 2,637 20.3

Lemmon Valley CDP, Washoe County ................ 5,040 (X) (X) (X) 1,897 (X) (X) (X)

Logan Creek CDP, Douglas County . . . . . . . . . . . . . . . . . 26 (X) (X) (X) 31 (X) (X) (X)

Lovelock city, Pershing County ..................... 1,894 2,003 2,069 –5.4 945 951 892 –0.6

Lund CDP, White Pine County . . . . . . . . . . . . . . . . . . . . . . 282 (X) (X) (X) 115 (X) (X) (X)

McDermitt CDP, Humboldt County . . . . . . . . . . . . . . . . . . 172 (X) (X) (X) 101 (X) (X) (X)

McGill CDP, White Pine County ..................... 1,148 1,054 1,258 8.9 582 599 576 –2.8

Mesquite city, Clark County ........................ 15,276 9,389 1,871 62.7 8,911 4,442 684 100.6

Mina CDP, Mineral County . . . . . . . . . . . . . . . . . . . . . . . . . 155 (X) (X) (X) 158 (X) (X) (X)

Minden CDP, Douglas County ...................... 3,001 2,836 1,441 5.8 1,479 1,231 688 20.1

E-38
Population and Housing Unit Counts Nevada 15

U.S. Census Bureau, 2010 Census

Table 9. 

Population and Housing Units: 1990 to 2010; and Area Measurements and Density: 2010—Con.

[For information concerning historical counts and geographic change, see “User Notes.” For information on confidentiality, nonsampling error, and definitions, see Appendixes]

Area measurements in square miles Average per square mile of land

State

Place and [in Selected States] County Subdivision

Total area Land area Population density Housing unit density

110,571.82 109,781.18 24.6 10.7 Nevada

30.28 30.28 35.7 15.1 Alamo CDP, Lincoln County

1.12 1.12 171.4 144.6 Austin CDP, Lander County

0.91 0.90 75.6 42.2 Baker CDP, White Pine County

3.57 3.57 1,018.2 425.2 Battle Mountain CDP, Lander County

174.14 174.11 5.8 4.0 Beatty CDP, Nye County

3.85 3.85 11.4 6.8 Beaverdam CDP, Lincoln County

11.86 11.86 11.1 5.8 Bennett Springs CDP, Lincoln County

7.22 7.22 40.2 18.7 Blue Diamond CDP, Clark County

208.56 208.52 72.0 35.5 Boulder City city, Clark County

43.27 42.78 30.5 8.9 Bunkerville CDP, Clark County

1.87 1.87 604.3 283.4 Caliente city, Lincoln County

2.27 2.27 107.5 74.0 Cal-Nev-Ari CDP, Clark County

10.44 10.44 226.8 99.9 Carlin city, Elko County

157.24 144.66 382.1 162.7 Carson City, Carson City

2.80 2.80 197.5 86.1 Carter Springs CDP, Douglas County

8.75 8.75 976.5 366.9 Cold Springs CDP, Washoe County

2.23 2.23 175.8 106.3 Crescent Valley CDP, Eureka County

0.78 0.45 677.8 633.3 Crystal Bay CDP, Washoe County

31.82 31.81 281.8 118.4 Dayton CDP, Lyon County

16.12 16.12 2.9 2.7 Denio CDP, Humboldt County

8.77 8.77 18.0 8.1 Double Spring CDP, Douglas County

3.79 3.79 20.6 8.7 Dry Valley CDP, Lincoln County

32.58 32.49 8.0 5.6 Dyer CDP, Esmeralda County

9.53 9.40 156.8 70.9 East Valley CDP, Douglas County

17.64 17.64 1,037.2 409.4 Elko city, Elko County

7.64 7.64 556.9 286.0 Ely city, White Pine County

5.13 5.13 42.3 24.6 Empire CDP, Washoe County

46.51 46.51 2,332.4 1,065.6 Enterprise CDP, Clark County

1.40 1.40 435.7 247.1 Eureka CDP, Eureka County

3.65 3.63 2,370.8 1,096.1 Fallon city, Churchill County

2.47 2.47 285.4 92.7 Fallon Station CDP, Churchill County

128.86 122.12 158.6 65.3 Fernley city, Lyon County

9.19 9.19 70.5 29.9 Fish Springs CDP, Douglas County

17.93 17.93 19.0 7.0 Fort McDermitt CDP, Humboldt County

2.25 2.25 119.6 81.3 Gabbs CDP, Nye County

4.80 4.80 1,178.3 559.8 Gardnerville CDP, Douglas County

15.02 15.02 753.1 315.9 Gardnerville Ranchos CDP, Douglas County

9.19 9.19 102.2 63.2 Genoa CDP, Douglas County

3.13 3.13 65.8 48.2 Gerlach CDP, Washoe County

4.01 3.79 56.7 98.4 Glenbrook CDP, Douglas County

9.04 9.04 23.7 14.3 Golconda CDP, Humboldt County

3.61 3.61 431.0 171.5 Golden Valley CDP, Washoe County

1.48 1.48 181.1 216.9 Goldfield CDP, Esmeralda County

1.43 1.43 160.1 86.7 Goodsprings CDP, Clark County

34.51 34.51 33.6 13.5 Grass Valley CDP, Pershing County

1.62 1.62 2,017.9 1,150.6 Hawthorne CDP, Mineral County

107.73 107.73 2,392.4 1,054.4 Henderson city, Clark County

23.74 23.41 5.1 2.1 Hiko CDP, Lincoln County

12.87 12.87 9.2 5.4 Humboldt River Ranch CDP, Pershing County

1.18 1.18 144.9 95.8 Imlay CDP, Pershing County

21.74 21.53 407.7 356.1 Incline Village CDP, Washoe County

14.61 14.61 385.1 163.9 Indian Hills CDP, Douglas County

18.01 18.01 55.0 30.4 Indian Springs CDP, Clark County

3.93 3.88 308.0 160.3 Jackpot CDP, Elko County

21.88 21.87 296.8 120.9 Johnson Lane CDP, Douglas County

21.81 21.81 98.7 85.6 Kingsbury CDP, Douglas County

4.07 4.07 27.8 30.5 Kingston CDP, Lander County

1.53 1.46 254.1 243.2 Lakeridge CDP, Douglas County

1.84 1.84 57.1 40.8 Lamoille CDP, Elko County

135.87 135.81 4,298.3 1,794.4 Las Vegas city, Clark County

89.39 88.04 83.2 56.4 Laughlin CDP, Clark County

18.40 17.19 293.2 110.4 Lemmon Valley CDP, Washoe County

1.81 1.75 14.9 17.7 Logan Creek CDP, Douglas County

0.85 0.85 2,228.2 1,111.8 Lovelock city, Pershing County

1.70 1.70 165.9 67.6 Lund CDP, White Pine County

3.28 3.28 52.4 30.8 McDermitt CDP, Humboldt County

1.09 1.09 1,053.2 533.9 McGill CDP, White Pine County

32.35 31.89 479.0 279.4 Mesquite city, Clark County

2.41 2.41 64.3 65.6 Mina CDP, Mineral County

4.25 4.23 709.5 349.6 Minden CDP, Douglas County

E-39
16 Nevada Population and Housing Unit Counts

U.S. Census Bureau, 2010 Census

Table 9. 

Population and Housing Units: 1990 to 2010; and Area Measurements and Density: 2010—Con.

[For information concerning historical counts and geographic change, see “User Notes.” For information on confidentiality, nonsampling error, and definitions, see Appendixes]

State

Place and [in Selected States] County Subdivision

Population Housing units

2010 2000 1990

Percent 

change

2000 to 

2010 2010 2000 1990

Percent 

change

2000 to 

2010

Moapa Town CDP, Clark County .................... 1,025 928 (X) 10.5 379 310 (X) 22.3

Moapa Valley CDP, Clark County ................... 6,924 5,784 3,444 19.7 2,793 2,213 1,415 26.2

Mogul CDP, Washoe County ....................... 1,290 (X) (X) (X) 523 (X) (X) (X)

Montello CDP, Elko County . . . . . . . . . . . . . . . . . . . . . . . . 84 (X) (X) (X) 89 (X) (X) (X)

Mount Charleston CDP, Clark County . . . . . . . . . . . . . . . . 357 285 (X) 25.3 504 362 (X) 39.2

Mount Wilson CDP, Lincoln County . . . . . . . . . . . . . . . . . . 33 (X) (X) (X) 75 (X) (X) (X)

Nellis AFB CDP, Clark County ............ .......... 3,187 8,896 8,377 –64.2 1,068 3,040 2,065 –64.9

Nelson CDP, Clark County . . . . . . . . . . . . . . . . . . . . . . . . . 37 (X) (X) (X) 43 (X) (X) (X)

Nixon CDP, Washoe County . . . . . . . . . . . . . . . . . . . . . . . 374 418 (X) –10.5 142 144 (X) –1.4

North Las Vegas city, Clark County .................. 216,961 115,488 47,849 87.9 76,073 36,600 15,881 107.8

Oasis CDP, Elko County . . . . . . . . . . . . . . . . . . . . . . . . . . 29 (X) (X) (X) 20 (X) (X) (X)

Orovada CDP, Humboldt County . . . . . . . . . . . . . . . . . . . . 155 (X) (X) (X) 96 (X) (X) (X)

Osino CDP, Elko County . . . . . . . . . . . . . . . . . . . . . . . . . . 709 (X) (X) (X) 239 (X) (X) (X)

Owyhee CDP, Elko County . . . . . . . . . . . . . . . . . . . . . . . . 953 1,017 908 –6.3 393 371 353 5.9

Pahrump CDP, Nye County ........................ 36,441 24,631 7,424 47.9 17,824 11,651 3,509 53.0

Panaca CDP, Lincoln County . . . . . . . . . . . . . . . . . . . . . . . 963 (X) (X) (X) 426 (X) (X) (X)

Paradise CDP, Clark County ....................... 223,167 186,070 124,682 19.9 114,296 85,398 63,924 33.8

Paradise Valley CDP, Humboldt County. . . . . . . . . . . . . . . 109 (X) (X) (X) 92 (X) (X) (X)

Pioche CDP, Lincoln County ....................... 1,002 (X) (X) (X) 564 (X) (X) (X)

Preston CDP, White Pine County .................. . . 78 (X) (X) (X) 39 (X) (X) (X)

Rachel CDP, Lincoln County . . . . . . . . . . . . . . . . . . . . . . . 54 (X) (X) (X) 45 (X) (X) (X)

Reno city, Washoe County ......................... 225,221 180,480 133,850 24.8 102,582 79,453 61,384 29.1

Round Hill Village CDP, Douglas County . . . . . . . . . . . . . . 759 (X) (X) (X) 773 (X) (X) (X)

Ruhenstroth CDP, Douglas County .................. 1,293 (X) (X) (X) 556 (X) (X) (X)

Ruth CDP, White Pine County . . . . . . . . . . . . . . . . . . . . . . 440 (X) (X) (X) 247 (X) (X) (X)

Sandy Valley CDP, Clark County .................... 2,051 1,804 (X) 13.7 1,024 811 (X) 26.3

Schurz CDP, Mineral County ............... . . . . . . . . 658 721 617 –8.7 322 312 249 3.2

Searchlight CDP, Clark County . . . . . . . . . . . . . . . . . . . . . 539 576 (X) –6.4 461 444 (X) 3.8

Silver Peak CDP, Esmeralda County . . . . . . . . . . . . . . . . . 107 (X) (X) (X) 133 (X) (X) (X)

Silver Springs CDP, Lyon County ................... 5,296 4,708 2,253 12.5 2,456 1,935 1,061 26.9

Skyland CDP, Douglas County . . . . . . . . . . . . . . . . . . . . . 376 (X) (X) (X) 265 (X) (X) (X)

Smith Valley CDP, Lyon County ..................... 1,603 1,425 1,033 12.5 800 609 438 31.4

Spanish Springs CDP, Washoe County ............... 15,064 9,018 (X) 67.0 5,619 3,078 (X) 82.6

Sparks city, Washoe County ....................... 90,264 66,346 53,367 36.1 36,455 26,025 21,660 40.1

Spring Creek CDP, Elko County .................... 12,361 10,548 5,866 17.2 4,394 3,660 1,914 20.1

Spring Valley CDP, Clark County .................... 178,395 117,390 51,726 52.0 83,678 52,870 22,236 58.3

Stagecoach CDP, Lyon County ..................... 1,874 (X) (X) (X) 840 (X) (X) (X)

Stateline CDP, Douglas County . . . . . . . . . . . . . . . . . . . . . 842 1,215 1,379 –30.7 463 562 637 –17.6

Summerlin South CDP, Clark County ................ 24,085 3,735 (X) 544.8 11,542 1,755 (X) 557.7

Sunrise Manor CDP, Clark County .................. 189,372 156,120 95,362 21.3 70,255 58,410 37,264 20.3

Sun Valley CDP, Washoe County .................... 19,299 19,461 11,391 –0.8 6,648 6,703 4,257 –0.8

Sutcliffe CDP, Washoe County . . . . . . . . . . . . . . . . . . . . . . 253 281 (X) –10.0 120 113 (X) 6.2

Tonopah CDP, Nye County ........................ 2,478 2,627 3,616 –5.7 1,576 1,561 1,713 1.0

Topaz Lake CDP, Douglas County . . . . . . . . . . . . . . . . . . . 157 (X) (X) (X) 142 (X) (X) (X)

Topaz Ranch Estates CDP, Douglas County ........... 1,501 (X) (X) (X) 829 (X) (X) (X)

Ursine CDP, Lincoln County . . . . . . . . . . . . . . . . . . . . . . . 91 (X) (X) (X) 87 (X) (X) (X)

Valmy CDP, Humboldt County ................ . . . . . . 37 (X) (X) (X) 35 (X) (X) (X)

Verdi CDP, Washoe County ........................ 1,415 (X) (X) (X) 686 (X) (X) (X)

Virginia City CDP, Storey County . . . . . . . . . . . . . . . . . . . . 855 (X) (X) (X) 488 (X) (X) (X)

Wadsworth CDP, Washoe County . . . . . . . . . . . . . . . . . . . 834 881 640 –5.3 350 360 292 –2.8

Walker Lake CDP, Mineral County . . . . . . . . . . . . . . . . . . . 275 (X) (X) (X) 226 (X) (X) (X)

Washoe Valley CDP, Washoe County ................ 3,019 (X) (X) (X) 1,311 (X) (X) (X)

Wells city, Elko County. . . . . . . . . . . . . . . . . ........... 1,292 1,346 1,256 –4.0 641 633 562 1.3

West Wendover city, Elko County ................... 4,410 4,721 (X) –6.6 1,504 1,626 (X) –7.5

Whitney CDP, Clark County ........................ 38,585 18,273 (X) 111.2 16,420 7,849 (X) 109.2

Winchester CDP, Clark County ..................... 27,978 26,958 23,365 3.8 14,969 13,535 12,485 10.6

Winnemucca city, Humboldt County ................. 7,396 7,174 6,102 3.1 3,214 3,280 2,429 –2.0

Yerington city, Lyon County ........................ 3,048 2,883 2,367 5.7 1,507 1,359 1,123 10.9

Zephyr Cove CDP, Douglas County . . . . . . . . . . . . . . . . . . 565 (X) (X) (X) 663 (X) (X) (X)

E-40
Population and Housing Unit Counts Nevada 17

U.S. Census Bureau, 2010 Census

Table 9. 

Population and Housing Units: 1990 to 2010; and Area Measurements and Density: 2010—Con.

[For information concerning historical counts and geographic change, see “User Notes.” For information on confidentiality, nonsampling error, and definitions, see Appendixes]

Area measurements in square miles Average per square mile of land

State

Place and [in Selected States] County Subdivision

Total area Land area Population density Housing unit density

150.82 150.82 6.8 2.5 Moapa Town CDP, Clark County

43.70 43.67 158.6 64.0 Moapa Valley CDP, Clark County

1.48 1.47 877.6 355.8 Mogul CDP, Washoe County

0.40 0.40 210.0 222.5 Montello CDP, Elko County

29.29 29.29 12.2 17.2 Mount Charleston CDP, Clark County

4.61 4.61 7.2 16.3 Mount Wilson CDP, Lincoln County

2.71 2.71 1,176.0 394.1 Nellis AFB CDP, Clark County

4.80 4.80 7.7 9.0 Nelson CDP, Clark County

6.32 6.32 59.2 22.5 Nixon CDP, Washoe County

101.39 101.35 2,140.7 750.6 North Las Vegas city, Clark County

0.89 0.89 32.6 22.5 Oasis CDP, Elko County

45.30 45.30 3.4 2.1 Orovada CDP, Humboldt County

2.48 2.48 285.9 96.4 Osino CDP, Elko County

225.91 225.30 4.2 1.7 Owyhee CDP, Elko County

301.88 301.73 120.8 59.1 Pahrump CDP, Nye County

3.26 3.26 295.4 130.7 Panaca CDP, Lincoln County

46.72 46.72 4,776.7 2,446.4 Paradise CDP, Clark County

15.95 15.94 6.8 5.8 Paradise Valley CDP, Humboldt County

6.15 6.15 162.9 91.7 Pioche CDP, Lincoln County

1.18 1.18 66.1 33.1 Preston CDP, White Pine County

7.63 7.63 7.1 5.9 Rachel CDP, Lincoln County

105.88 103.01 2,186.4 995.8 Reno city, Washoe County

5.92 5.79 131.1 133.5 Round Hill Village CDP, Douglas County

2.81 2.81 460.1 197.9 Ruhenstroth CDP, Douglas County

0.35 0.35 1,257.1 705.7 Ruth CDP, White Pine County

56.00 56.00 36.6 18.3 Sandy Valley CDP, Clark County

58.54 57.74 11.4 5.6 Schurz CDP, Mineral County

13.13 13.13 41.1 35.1 Searchlight CDP, Clark County

0.99 0.99 108.1 134.3 Silver Peak CDP, Esmeralda County

77.11 71.60 74.0 34.3 Silver Springs CDP, Lyon County

4.46 4.36 86.2 60.8 Skyland CDP, Douglas County

122.55 120.62 13.3 6.6 Smith Valley CDP, Lyon County

55.99 55.66 270.6 101.0 Spanish Springs CDP, Washoe County

35.93 35.76 2,524.2 1,019.4 Sparks city, Washoe County

58.84 58.77 210.3 74.8 Spring Creek CDP, Elko County

33.23 33.23 5,368.5 2,518.1 Spring Valley CDP, Clark County

8.35 8.35 224.4 100.6 Stagecoach CDP, Lyon County

0.82 0.72 1,169.4 643.1 Stateline CDP, Douglas County

9.64 9.64 2,498.4 1,197.3 Summerlin South CDP, Clark County

33.35 33.35 5,678.3 2,106.6 Sunrise Manor CDP, Clark County

14.90 14.90 1,295.2 446.2 Sun Valley CDP, Washoe County

10.00 10.00 25.3 12.0 Sutcliffe CDP, Washoe County

16.24 16.24 152.6 97.0 Tonopah CDP, Nye County

1.69 1.19 131.9 119.3 Topaz Lake CDP, Douglas County

14.39 14.39 104.3 57.6 Topaz Ranch Estates CDP, Douglas County

4.34 4.34 21.0 20.0 Ursine CDP, Lincoln County

3.66 3.66 10.1 9.6 Valmy CDP, Humboldt County

3.49 3.37 419.9 203.6 Verdi CDP, Washoe County

0.87 0.87 982.8 560.9 Virginia City CDP, Storey County

3.72 3.72 224.2 94.1 Wadsworth CDP, Washoe County

1.36 1.36 202.2 166.2 Walker Lake CDP, Mineral County

5.04 5.04 599.0 260.1 Washoe Valley CDP, Washoe County

6.90 6.90 187.2 92.9 Wells city, Elko County

7.48 7.48 589.6 201.1 West Wendover city, Elko County

6.74 6.74 5,724.8 2,436.2 Whitney CDP, Clark County

4.34 4.34 6,446.5 3,449.1 Winchester CDP, Clark County

9.39 9.39 787.6 342.3 Winnemucca city, Humboldt County

8.60 8.60 354.4 175.2 Yerington city, Lyon County

2.24 2.12 266.5 312.7 Zephyr Cove CDP, Douglas County

E-41
18 Nevada Population and Housing Unit Counts

U.S. Census Bureau, 2010 Census

Table 10. 

Rank by 2010 Population and Housing Units: 2000 and 2010 

[For information concerning historical counts and geographic change, see “User Notes.” For information on confidentiality, nonsampling error, and definitions, see Appendixes]

Population Housing units Place [2,500 or More Population]

2010 rank 2010 2000 2010 rank 2010 2000

Las Vegas city ................................... 1 583,756 r 479,137 1 243,701 190,724

Henderson city ................................... 2 257,729 175,381 3 113,586 71,149

Reno city ....................................... 3 225,221 180,480 4 102,582 79,453

Paradise CDP ................................... 4 223,167 186,070 2 114,296 85,398

North Las Vegas city .............................. 5 216,961 115,488 6 76,073 36,600

Sunrise Manor CDP. . . . . . ......................... 6 189,372 156,120 7 70,255 58,410

Spring Valley CDP ................................ 7 178,395 117,390 5 83,678 52,870

Enterprise CDP .................................. 8 108,481 14,676 8 49,563 6,609

Sparks city ...................................... 9 90,264 66,346 9 36,455 26,025

Carson City . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 55,274 52,457 10 23,534 21,283

Whitney CDP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 38,585 18,273 12 16,420 7,849

Pahrump CDP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 36,441 24,631 11 17,824 11,651

Winchester CDP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 27,978 26,958 13 14,969 13,535

Summerlin South CDP . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 24,085 3,735 14 11,542 1,755

Fernley city . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 19,368 8,543 16 7,975 3,432

Sun Valley CDP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 19,299 19,461 20 6,648 6,703

Elko city . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 18,297 16,708 19 7,221 6,948

Mesquite city . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 15,276 9,389 15 8,911 4,442

Spanish Springs CDP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 15,064 9,018 21 5,619 3,078

Boulder City city . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 15,023 14,966 18 7,412 6,979

Spring Creek CDP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 12,361 10,548 24 4,394 3,660

Gardnerville Ranchos CDP . . . . . . . . . . . . . . . . . . . . . . . . . 22 11,312 11,054 23 4,745 4,123

Dayton CDP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 8,964 5,907 26 3,766 2,322

Incline Village CDP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 8,777 (X) 17 7,667 (X)

Fallon city. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 8,606 7,536 25 3,979 3,336

Cold Springs CDP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26 8,544 3,834 28 3,210 1,382

Winnemucca city . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 7,396 7,174 27 3,214 3,280

Laughlin CDP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 7,323 7,076 22 4,966 4,127

Moapa Valley CDP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29 6,924 5,784 29 2,793 2,213

Johnson Lane CDP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30 6,490 4,837 31 2,643 1,829

Gardnerville CDP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31 5,656 3,357 30 2,687 1,556

Indian Hills CDP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32 5,627 4,407 33 2,394 1,737

Silver Springs CDP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33 5,296 4,708 32 2,456 1,935

Lemmon Valley CDP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34 5,040 (X) 35 1,897 (X)

West Wendover city . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35 4,410 4,721 39 1,504 1,626

Ely city . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36 4,255 4,041 34 2,185 2,205

Battle Mountain CDP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37 3,635 2,871 37 1,518 1,455

Hawthorne CDP. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38 3,269 3,311 36 1,864 1,883

Nellis AFB CDP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39 3,187 8,896 42 1,068 3,040

Yerington city . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 3,048 2,883 38 1,507 1,359

Washoe Valley CDP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41 3,019 (X) 41 1,311 (X)

Minden CDP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42 3,001 2,836 40 1,479 1,231

E-42
Population and Housing Unit Counts Nevada 19

U.S. Census Bureau, 2010 Census

Table 11. 

Rank of Places by Percent Change in 

Population: 2000 to 2010 

[For information concerning historical counts and geographic change, see “User Notes.”

information on confidentiality, nonsampling error, and definitions, see Appendixes]

 For 

Place [2,500 or More Population] Population Percent change

2010 2000 Rank Percent

Enterprise CDP ..................... 108,481 14,676 1 639.17

Summerlin South CDP ............... 24,085 3,735 2 544.85

Fernley city ........................ 19,368 8,543 3 126.71

Cold Springs CDP ................... 8,544 3,834 4 122.85

Whitney CDP ....................... 38,585 18,273 5 111.16

North Las Vegas city ................. 216,961 115,488 6 87.86

Gardnerville CDP ................... 5,656 3,357 7 68.48

Spanish Springs CDP ................ 15,064 9,018 8 67.04

Mesquite city ....................... 15,276 9,389 9 62.70

Spring Valley CDP ................... 178,395 117,390 10 51.97

Dayton CDP ........................ 8,964 5,907 11 51.75

Pahrump CDP ...................... 36,441 24,631 12 47.95

Henderson city ...................... 257,729 175,381 13 46.95

Sparks city ......................... 90,264 66,346 14 36.05

Johnson Lane CDP .................. 6,490 4,837 15 34.17

Indian Hills CDP .................... 5,627 4,407 16 27.68

Battle Mountain CDP ................. 3,635 2,871 17 26.61

Reno city .......................... 225,221 180,480 18 24.79

Las Vegas city ...................... 583,756 r 479,137 19 21.83

Sunrise Manor CDP. . . . . . ............ 189,372 156,120 20 21.30

Paradise CDP ...................... 223,167 186,070 21 19.94

Moapa Valley CDP ................... 6,924 5,784 22 19.71

Spring Creek CDP ................... 12,361 10,548 23 17.19

Fallon city. . . . . . . . . . . . . . ............ 8,606 7,536 24 14.20

Silver Springs CDP .................. 5,296 4,708 25 12.49

Elko city ........................... 18,297 16,708 26 9.51

Minden CDP ....................... 3,001 2,836 27 5.82

Yerington city ....................... 3,048 2,883 28 5.72

Carson City ........................ 55,274 52,457 29 5.37

Ely city ............................ 4,255 4,041 30 5.30

Winchester CDP .................... 27,978 26,958 31 3.78

Laughlin CDP ...................... 7,323 7,076 32 3.49

Winnemucca city .................... 7,396 7,174 33 3.09

Gardnerville Ranchos CDP ............ 11,312 11,054 34 2.33

Boulder City city ..................... 15,023 14,966 35 0.38

Sun Valley CDP ..................... 19,299 19,461 36 –0.83

Hawthorne CDP. . . . . . . . . ............ 3,269 3,311 37 –1.27

West Wendover city .................. 4,410 4,721 38 –6.59

Nellis AFB CDP ..................... 3,187 8,896 39 –64.17

Incline Village CDP .................. 8,777 (X) (X) (X)

Lemmon Valley CDP ................. 5,040 (X) (X) (X)

Washoe Valley CDP .................. 3,019 (X) (X) (X)

E-43
20 Nevada Population and Housing Unit Counts

U.S. Census Bureau, 2010 Census

Table 12. 

Population and Housing Units for Urban Areas: 2010

[For information on confidentiality, nonsampling error, and definitions, see Appendixes]

State

Urbanized Area

Urban Cluster

State total Total for urban areas crossing 

state lines

Population Housing units Population Housing units

 Nevada ................................. 2,700,551 1,173,814 (X) (X)

 Urban ...................................... 2,543,797 1,097,550 (X) (X)

In urbanized area ............................... 2,336,222 999,698 (X) (X)

In urban cluster ................................ 207,575 97,852 (X) (X)

 Rural ...................................... 156,754 76,264 (X) (X)

URBANIZED AREA

Carson City, NV ................................ 58,079 24,622 (X) (X)

Las Vegas--Henderson, NV ....................... 1,886,011 806,755 (X) (X)

Reno, NV--CA ................................. 392,132 168,321 392,141 168,328

URBAN CLUSTER

Battle Mountain, NV ............................. 3,520 1,466 (X) (X)

Boulder City, NV ............................... 13,866 6,981 (X) (X)

Bullhead City, AZ--NV . . . . . . . . . . . . . . . . . . . . . . . . . . . 180 146 48,656 27,288

Dayton, NV ................................... 11,127 4,569 (X) (X)

Elko, NV . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18,948 7,420 (X) (X)

Ely, NV . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4,681 2,331 (X) (X)

Fallon, NV .................................... 16,241 7,098 (X) (X)

Fernley, NV . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18,979 7,829 (X) (X)

Gardnerville Ranchos, NV ........................ 20,107 8,897 (X) (X)

Hawthorne, NV ................................ 3,249 1,863 (X) (X)

Incline Village, NV--CA .......................... 7,953 7,071 13,022 11,077

Johnson Lane, NV .............................. 5,337 2,164 (X) (X)

Laughlin, NV .................................. 5,949 3,949 (X) (X)

Mesquite, NV--AZ .............................. 13,871 7,810 14,284 8,051

Moapa Valley, NV ............................... 5,907 2,382 (X) (X)

Pahrump, NV . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28,446 13,834 (X) (X)

South Lake Tahoe, CA--NV ....................... 1,998 1,281 29,107 20,291

Spring Creek North, NV .......................... 3,286 1,205 (X) (X)

Spring Creek South, NV ......................... 3,862 1,295 (X) (X)

Washoe Valley, NV .............................. 2,645 1,160 (X) (X)

West Wendover, NV--UT ......................... 4,244 1,439 5,365 1,894

Winnemucca, NV ............................... 10,268 4,225 (X) (X)

Yerington, NV .................................. 2,911 1,437 (X) (X)

E-44
Appendixes 

U.S. Census Bureau, 2010 Census

Appendixes

Several appendixes traditionally found in printed reports are now available in a separate volume. For the 

following, see CPH-2-A, Population and Housing Unit Counts, Selected Appendixes, in print or on the 

Internet at <www.census.gov/prod/cen2010/cph-2-a.pdf> :

Appendix A. Geographic Terms and Concepts

Appendix B. Definitions of Subject Characteristics

Appendix C. Data Collection and Processing Procedures

Appendix D. Questionnaire

Appendix F. Operational Overview and Accuracy of the Data

Appendix G. Residence Rule and Residence Situations for the 2010 Census of the United States

Appendix H. Acknowledgments

This Appendix section contains:

 Appendix E. Maps

E-45
E-46
Maps Nevada E-1

U.S. Census Bureau, 2010 Census

Appendix E. 

Maps

CHURCHILL

CLARK

DOUGLAS

ELKO

ESMERALDA

EUREKA

HUMBOLDT

LANDER

LINCOLN

LYON

WASHOE

WHITE PINE

MINERAL

NYE

PERSHING

STOREY

Carson City

UTAH

ARIZONA

CALIFORNIA

OREGON IDAHO

113°

113°

114°

114°

115°

115°

116°

116°

117°

117°

118°

118°

119°

119°

120°

121° 120°

42° 42°

41° 41°

40° 40°

39° 39°

38° 38°

37° 37°

36° 36°

35° 35°

Counties and Independent City

0 20 40 60 Kilometers

0 20 40 60 Miles

LEGEND

IDAHO State

Note: All boundaries and names are 

as of January 1, 2010.

CLARK County

Carson City Independent City

E-47
E-2 Nevada Maps

U.S. Census Bureau, 2010 Census

Geographic Areas Reference Map Legend, Section Locator, and Location Index

Carson

City

NYE

ELKO

CLARK

LINCOLN

HUMBOLDT

WASHOE

WHITE PINE

LANDER

PERSHING

EUREKA

CHURCHILL

MINERAL

LYON

ESMERALDA

DOUGLAS

STOREY

1

Geographic Areas Reference Map Legend

Census Designated Place

Large River, Lake, Water Body,

or Shoreline

=HQD

/DNH(ULH

American Indian Reservation

(Federal) CAMPO

ZIA Off-Reservation Trust Land

Inset

A fishhook joins contiguous and/or discontiguous

parts of the same geographic entity.

SEE INSET A

State

Incorporated Place1 520(

YORK County Subdivision1

ERIE County or Independent City

Note: All legal and statistical area boundaries and names are as of January 1, 2010. Where international, state, county, independent city, and/or county subdivision boundaries

coincide, the map shows the boundary symbol for the highest level of these geographic entities. The county and independent city boundaries are always shown. Where a county

subdivision boundary symbol coincides with a place boundary, the map does not show the place boundary symbol. Where American Indian Reservation (Federal), American Indian

Reservation (State), State Designated Tribal Statistical Area, and/or Tribal Designated Statistical Area boundaries coincide with a county subdivision boundary, the map does not

show the county subdivision boundary symbol. Any geographic entity name may include ’(pt)’ if some portion of the entity extends beyond the limits of the map area displayed on

the page, or if multiple discontiguous pieces of the entity have been discretely labeled on the page. A geographic entity name may include ’(pts)’ if many discontiguous pieces

exist for that entity that cannot be discretely labeled. The boundaries shown on this map are for Census Bureau statistical data collection and tabulation purposes only; their

depiction and designation for statistical purposes does not constitute a determination of jurisdictional authority or rights of ownership or entitlement.

1

 A ’*’ following a place name indicates that the place is an independent city and coextensive with a separate county subdivision. The county subdivision name is shown only if 

different than the name of the place.

Section Locator

LEGEND

ADAMS County

1 Map Section

Carson City Independent City

E-48
Maps Nevada E-3

U.S. Census Bureau, 2010 Census

Geographic Areas Reference Map Legend, Section Locator, and Location Index

COUNTY/

,1'(3(1'(17&,7<

&DUVRQ&LW\ 

Churchill 

Clark 

Douglas 

Elko 

Esmeralda 

Eureka 

Humboldt 

Lander 

Lincoln 

Lyon 

Mineral 

Nye 

Pershing 

Storey 

Washoe 

White Pine 

County and Independent City Location Index

7KLVOLVWSUHVHQWVWKHPDSVHFWLRQQXPEHUVIRUHDFKFRXQW\DQGLQGHSHQGHQWFLW\LQWKHVWDWH

0DSVHFWLRQQXPEHUVUHIHUWRWKHJHRJUDSKLFDUHDVUHIHUHQFHPDSVRQO\

MAP

SEC

E-49
E-4 Nevada Maps

U.S. Census Bureau, 2010 Census

CHURCHILL

CLARK

DOUGLAS

ELKO

ESMERALDA

EUREKA

HUMBOLDT

LANDER

LINCOLN

LYON MINERAL NYE

PERSHING

STOREY

WASHOE

WHITE

PINE

LOVE LOCK

WELLS

1

2

Ruth

SEE INSET C

SEE

INSET A 1 2

3

.(<

1 SOUTH FORK (pts)

ELKO

2 SOUTH FORK (pts)

CHURCHILL

1 FALLON PAIUTE-SHOSHONE (COLONY) (pt)

4 FALLON PAIUTE-SHOSHONE (RESERVATION)

2

3

FALLON PAIUTE-SHOSHONE (COLONY)

FALLON PAIUTE-SHOSHONE (RESERVATION)

Wadsworth

SEE

INSET B

CALIENTE

CARLIN

ELKO

ELY

FALLON

LOVELOCK

WELLS

WEST WENDOVER

WINNEMUCCA

Denio

Dry

Valley

Dyer

Empire

Eureka

Fallon

Station

Fort McDermitt

Gabbs

Gerlach

Golconda

Goldfield

Mina

Montello

Mount Wilson

Nixon

Grass

Valley

Hawthorne

Hiko

Humboldt

River

Ranch

Imlay

Jackpot

Kingston

Lamoille

Lund

McDermitt

McGill

Alamo

Austin

Baker

Battle

Mountain

Beatty

Beaverdam

Bennett

Springs

Crescent

Valley

Oasis

Orovada

Osino

Owyhee

Pahrump

Panaca

Paradise

Valley

Pioche

Preston

Rachel

Schurz

Silver

Peak

Spring

Creek

Sutcliffe

Tonopah

Ursine

Valmy

Walker Lake

FORT

McDERMITT

(pt)

GOSHUTE

(pt)

ELY

ELY

PYRAMID

LAKE

PAIUTE (pt)

WINNEMUCCA

TIMBI-SHA

SHOSHONE (pt)

SOUTH

FORK

SUMMIT

LAKE

WALKER

RIVER (pt)

YOMBA

(pts) DUCKWATER

ELKO

BATTLE

MOUNTAIN

DUCK

VALLEY (pt)

4

SOUTH

FORK (pts)

SUMMIT

LAKE

CARSON

SINK DIXIE VALLEY

FALLON

CARLIN

ELKO

JACKPOT

JARBIDGE

MONTELLO

MOUNTAIN CITY

WELLS

WEST WENDOVER

GOLDFIELD

SILVER PEAK

BEOWAWE

EUREKA

GOLCONDA

McDERMITT

SUMMIT

LAKE WINNEMUCCA

AUSTIN

BATTLE

MOUNTAIN

ALAMO CALIENTE

PIOCHE HAWTHORNE

MINA

WALKER

RIVER

AMARGOSA VALLEY BEATTY

DUCKWATER

GABBS

PAHRUMP

RALSTON

VALLEY

ROUND MOUNTAIN

TONOPAH

YUCCA FLAT

IMLAY

LOVELOCK

HIGH DESERT

PYRAMID LAKE

BAKER

CHERRY CREEK

ELY

LUND

McGILL

RUTH

/DNH0HDG

3\UDPLG

/DNH

:DONHU

/DNH

:LQQHPXFFD

/DNH

114°

114°

115°

115°

116°

116°

117°

117°

118°

118°

119°

119°

120°

120°

42°

42°

41°41°

40°

40°

39°39°

38°38°

37°37°

36°

36°

35°35°

American Indian Areas, Counties,

Independent City, County Subdivisions, and Other Places - Section 1

0 25 50 75 Kilometers

0 25 50 75 Miles

E-50
Maps Nevada E-5

U.S. Census Bureau, 2010 Census

STOREY

WASHOE (pt)

RENO (pt)

RENO (pt)

RENO

(pt)

RENO (pt)

RENO (pt)

RENO (pt) RENO (pt)

SPARKS (pt) SPARKS (pt)

Crystal

Bay

Golden

Valley

Mogul

Incline Village

Lemmon

Valley

Cold

Springs

Spanish Springs

Sun

Valley

Verdi

Virginia City Washoe

Valley

PYRAMID LAKE

PAIUTE (pt)

RENOSPARKS (pt)

RENOSPARKS

(pt)

RENOSPARKS (pt)

RENOSPARKS (pt)

RENOSPARKS (pt)

CLARK

VIRGINIA CITY

INCLINE

VILLAGE

NORTH VALLEYS

RENO NORTH

RENO SOUTHEAST

RENO SOUTHWEST

SPARKS

SUN

VALLEY

VERDI

WARM SPRINGS-TRUCKEE CANYON

WASHOE VALLEY

/DNH7DKRH

119°30’

119°30’

120°

120°

40°

40°

39°30’

39°30’

American Indian Areas, Counties,

Independent City, County Subdivisions, and Other Places - Inset A

0 2 4 6 Kilometers

0 2 4 6 Miles

E-51
E-6 Nevada Maps

U.S. Census Bureau, 2010 Census

DOUGLAS

LYON

WASHOE

RANCHES

(pts)

WASHOE

RANCHES

(pts)

1

2

.(<

1 Ruhenstroth

2 Carter Springs

DOUGLAS

CARSON CITY*

FERNLEY

YERINGTON

Dayton

Double Spring

East

Valley

Fish

Springs

Gardnerville

Gardner- ville Ranchos

Genoa

Glenbrook

Minden

Indian

Hills

Johnson

Lane

Kingsbury

Lakeridge

Logan

Creek

Round Hill Village

Silver Springs

Skyland

Smith Valley

Stagecoach

Stateline

Topaz

Lake

Topaz

Ranch

Estates

Zephyr Cove

PYRAMID LAKE

PAIUTE (pt)

STEWART

WALKER

RIVER (pt)

YERINGTON

DRESSLER- VILLE

CAMPBELL

CARSON

FALLON PAIUTE- SHOSHONE (COLONY) (pt)

WASHOE

RANCHES (pt)

WASHOE

RANCHES (pts)

GARDNERVILLE- MINDEN

GENOAJACKS

VALLEY

PINE NUT

TOPAZ LAKE

ZEPHYR

COVE

DAYTON

FERNLEY

SILVER SPRINGS

SMITH VALLEY

YERINGTON

/DNH

7DKRH

119°

119°

119°30’

119°30’

120°

120°

39°30’

39°30’

39°

39°

38°30’

38°30’

American Indian Areas, Counties,

Independent City, County Subdivisions, and Other Places - Inset B

0 4 8 12 Kilometers

0 4 8 12 Miles

E-52
Maps Nevada E-7

U.S. Census Bureau, 2010 Census

CLARK

BOULDER CITY

HENDERSON

LAS

VEGAS

MESQUITE

NORTH LAS VEGAS

Enterprise

Moapa Town

Moapa Valley

Mount

Charleston

Nellis AFB

Nelson

Goodsprings

Indian Springs

Laughlin

Blue Diamond

Bunkerville

Cal-Nev-Ari

Paradise

Sandy Valley

Searchlight

Spring

Valley

Summerlin South

Sunrise

Manor

Whitney

Winchester

FORT

MOJAVE (pt)

LAS

VEGAS (pt)

LAS VEGAS (pt)

MOAPA RIVER

CLARK

LAS

VEGAS

/DNH0HDG 114°

114°30’

114°30’

115°

115°

115°30’

115°30’

36°30’

36°30’

36°

36°

35°30’

35°30’

35°

35°

American Indian Areas, Counties,

Independent City, County Subdivisions, and Other Places - Inset C

0 5 10 15 Kilometers

0 5 10 15 Miles

E-53
E-8 Nevada Maps

U.S. Census Bureau, 2010 Census

CALIFORNIA

Carson City

Elko

Fallon Fernley

Gardnerville

Ranchos

Las Vegas

Paradise

Pahrump

Reno Sparks

CALIFORNIA

CHURCHILL

CLARK

DOUGLAS

ELKO

ESMERALDA

EUREKA

HUMBOLDT

LANDER

LINCOLN

LYON

WASHOE

WHITE PINE

MINERAL

NYE

PERSHING

STOREY CARSON

CITY*

UTAH

ARIZONA

OREGON IDAHO

Elko

Fallon

Fernley

Gardnerville

Ranchos

Pahrump

CARSON CITY

LAS VEGAS-PARADISE

RENOSPARKS

Las Vegas-Paradise-Pahrump

RenoSparksFernley

Sacramento--

Arden-Arcade--

Yuba City

(Part)





























 

 

 

 

 

 

 

 

Core Based Statistical Areas, Counties, Independent City, and Principal Cities

    0LOHV

    .LORPHWHUV

LEGEND

Las Vegas-Paradise-Pahrump Combined Statistical Area

Fallon Micropolitan Statistical Area

RENO-SPARKS Metropolitan Statistical Area

CBSA boundaries and names are as of December 2009. All

other boundaries and names are as of January 1, 2010.

CALIFORNIA State

CARSON CITY* Independent City

CLARKE County

Carson City Principal City

State capital underlined

County outside Nevada

E-54
Maps Nevada E-9

U.S. Census Bureau, 2010 Census

Urban Areas















































ARIZONA

CALIFORNIA

OREGON IDAHO

UTAH

CARSON CITY

LAS VEGAS--

HENDERSON

RENO,

NV--CA

Battle

Mountain

Bullhead City, AZ--NV

Boulder

City

Dayton

Fallon Fernley

Elko

Ely

Gardnerville

Ranchos

Hawthorne

Incline Village, NV--CA

Johnson

Lane

Laughlin

Washoe Valley

West Wendover, NV--UT

Yerington South Lake

Tahoe, CA--NV

Spring Creek North

Spring Creek South

Mesquite, NV--AZ

Moapa Valley

Pahrump

Winnemucca

114°

114°

115°

115°

116°

116°

117°

117°

118°

118°

119°

119°

120°

120°

42° 42°

41° 41°

40° 40°

39° 39°

38° 38°

37° 37°

36° 36°

35° 35°

m 0 10 20 30 Kilometers

0 10 20 30 Miles

LEGEND

URBANIZED AREA

All legal and statistical area boundaries are as

of January 1, 2010. Urban Areas are based 

on results from the 2010 Decennial Census.

 Urban Cluster

County or Equivalent Area Boundary

STATE

E-55
APPENDIX-B 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Congestion Management and Project Selection Process 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 TRANSPORTATION IMPROVEMENT PROGRAM 2011-2014 

DRAFT FOR CONSULTATION, JUNE 2010 

E-56
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Development of The Project Evaluation and Selection Process & 

The Congestion Management Process

September 2009

Purpose

This report documents two key work tasks undertaken by the RTC that began in January 

of 2009. The first task is the development of a new process for the evaluation and 

selection of federally funded projects within the Las Vegas metropolitan area. The 

process is mainly focused on federally funded projects on higher order facilities since the 

RTC has proven, time-tested procedures for the selection and prioritization of locally 

funded projects.

The second task undertaken by the RTC is the development of a systematic congestion 

management process (CMP) that will ultimately be used as one of the agency’s tools to 

mitigate congestion on transportation facilities within the Las Vegas metropolitan area.

The two processes are discussed concurrently within this report since there is significant 

overlap of the requirements related to the development of each. 

1. Project Evaluation and Selection Process Requirement

Background

The RTC of Southern Nevada serves as the designated metropolitan planning 

organization (MPO) for all of Clark County. Since the region has a combined population 

exceeding 200,000 persons, the area is also a Transportation Management Area (TMA) as 

defined by federal regulation. Pursuant to 23 USC 134(i)(5) and 49 USC 1607 the 

Federal Highway Administration (FHWA) and the Federal Transit Administration (FTA) 

must jointly certify TMAs at least every four years. 

The certification process is comprehensive in scope and focuses on compliance with 

federal regulations, challenges, successes and experiences of the cooperative relationship 

among the metropolitan planning organization, the state department of transportation and 

the transit operators in the region (RTC is the primary transit provider for the Las Vegas 

valley). At the conclusion of the Certification Review, a joint FHWA/FTA set of 

findings are provided to the Metropolitan Planning Organization (MPO).

2008 Certification Findings 

In general, the RTC received high marks for its work as an MPO. General observations 

from the joint review team indicate that the RTC: 

 Is a highly functioning agency 

 Maintains a very strong technical planning process 

E-57
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 Maintains a strong planning process resulting in a significant role in guiding 

investments

 Maintains a strong working relationship with the Nevada Department of 

Transportation (NDOT) and 

 As an MPO takes great care to coordinate planning analyses with member entities 

The Review Team further identified three areas of ‘notable’ performance for the RTC. 

1. The RTC is a very professional agency with knowledgeable staff. 

2. The RTC is very strong as it relates to ongoing coordination – it conducts monthly 

Planning Liaison meetings with NDOT/FHWA/FTA.

3. The RTC’s communication and public involvement activities are commendable. 

The Review Team also indicated that, “with the exception of the one corrective action 

identified below, the agency could serve as a model TMA for the nation”. 

1.1 Corrective Action – Requirement for Improved Project Evaluation and Selection 

Process

The Review Team determined that in order to improve the performance of the 

metropolitan planning process in Southern Nevada and to meet the goals and 

requirements of the regional transportation planning process, the following Corrective 

Action was needed: 

 The RTC shall develop and implement a ‘technically valid project selection and 

evaluation process for projects to be included in the TIP’. The process that 

includes quality system performance and evaluation tools will be used to guide 

investments and set regional transportation investment priorities. The RTC shall 

initiate a process improvement team, with appropriate representation of all modes 

and stakeholder interests, to assist in the development of the project selection and 

evaluation process. The process will be summarized in a report to the FHWA and 

FTA by the end of the 2009 federal fiscal year (September 30, 2009) and then the 

process will be implemented to select and evaluate projects for successive TIP 

cycles.

2. Congestion Management System Process Requirement 

The Safe, Accountable, Flexible, Efficient Transportation Equity Act - a Legacy for 

Users (SAFETEA-LU), is the most recent reauthorization of the nation's surface 

transportation program. While many of the programs continued from previous 

transportation legislation, one of the more significant changes was the updated 

requirement for the development and incorporation of a congestion management process 

(CMP) in transportation management areas, as opposed to congestion management 

systems. The federal certification team (FHWA and FTA) acknowledged that the RTC 

has made significant strides towards the continuing mitigation of congestion through a 

variety of activities rooted in planning and operations, however, the team requested that 

E-58
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the agency “formalize” the activities as required in CFR 450.320 – illustrated in the 

appendix of this report.

2.1. Moving Forward – Developing a CMP prior to Project Evaluation and Selection 

SAFETEA-LU mandates that all non-attainment TMA’s institute a Congestion 

Management Process (CMP) identified in CFR 450.320. The CFR states: “In a TMA 

designated as non-attainment for ozone or carbon monoxide (Las Vegas metropolitan 

area is not in attainment for either pollutant), federal funds may not be programmed for 

any project that will result in a significant increase in the carrying capacity for SOV's 

(i.e., a new general-purpose highway on a new location or adding general-purpose lanes, 

with the exception of safety improvements or the elimination of bottlenecks), unless the 

project is addressed through a congestion management process meeting the requirements 

of the legislation.” 

As no capacity projects can be considered unless they have “passed through” a CMP, the 

RTC determined that in order to have a meaningful project evaluation and selection 

process, it was sequentially necessary to complete the development and structuring of a 

CMP first.

Cooperative Approach for CMP and Project Evaluation and Selection 

The RTC established a team that met periodically between February and September, 

2009 to assist the agency in both the development of a CMP and a Project Evaluation and 

Selection process; the team was named the Process Evaluation Team (PET); referred to 

interchangeably as the Team. It included participants from the RTC’s member entities, 

federal and state partners (FHWA, FTA, NDOT), unincorporated Clark County, the 

Cities of Las Vegas, North Las Vegas, Henderson, Boulder City and Mesquite. In 

addition, Process Evaluation Team invitations were extended to the Department of 

Aviation, the Clark County Department of Air Quality and Environmental Management 

(DAQEM), the Southern Nevada Water Authority, the Las Vegas Convention and 

Visitor’s Authority, the Nevada Motor Carrier Transport Association, pedestrian 

advocacy (Safe Communities Partnership), cycling advocacy (Outside Las Vegas 

Foundation), the University of Nevada at Las Vegas (the Transportation Research Center) 

and the local tribal governments. A copy of contact information is provided in the 

appendix of this report.

2.2. Background for the CMP Development 

The RTC modeled the development of the CMP from the U.S. DOT’s - An Interim 

Guidebook on the Congestion Management Process in Metropolitan Transportation 

Planning. According to the Guidebook a well-designed CMP should help the MPO to:

 Identify congestion at locations;

 Determine the causes of congestion;

 Develop alternative strategies to mitigate congestion; 

E-59
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 Evaluate the potential of different strategies; 

 Propose alternative strategies that best address the causes and impacts of 

congestion; and

 Track and evaluate the impact of previously implemented congestion 

management strategies. 

Once congestion management strategies have been identified and selected as part of the 

Metropolitan transportation plan, the CMP can also be used to: 

 Set priorities among projects for incorporation into the Transportation 

Improvement Program; 

 Provide information for environmental analysis of proposed projects; 

 Develop more detailed assessments of the potential for congestion, reduction at 

the corridor or activity center level; and 

 Assist in the ongoing monitoring and evaluation of projects and programs 

implemented throughout the region. 

The model CMP process comprises a number of different elements that add up to a 

coherent, objectives driven, performance-based approach to solving congestion problems. 

These components are described in the final rule on statewide in Metropolitan 

Transportation Planning defined within CFR 450.320. The rule states that the CMP shall 

include:

1. Methods to monitor and evaluate the performance of the multimodal 

transportation system, and identify the causes of recurring and nonrecurring 

congestion; identify and evaluate alternative strategies, provide information 

supporting the implementation of actions, and evaluate the effectiveness of 

implemented actions. 

2. Definition of congestion management objectives and appropriate performance 

measures to assess the extent of congestion and support the evaluation of the 

effectiveness of congestion reduction and mobility enhancement strategies for the 

movement of people and goods. Since levels of acceptable system performance 

may vary among local communities, performance measures should be tailored to 

specific needs of an area and established cooperatively by the state, affected MPO 

and local officials in consultation with the operators of major modes of 

transportation in the coverage area. 

3. Establishment of a coordinated program for data collection and system 

performance monitoring to define the extent and duration of congestion, to 

contribute in determining the causes of congestion, and evaluate the efficiency 

and effectiveness of implemented actions. To the extent possible, this data 

collection program should be coordinated with existing data sources and 

coordinated with operations managers in the metropolitan area. 

E-60
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4. Identification and evaluation of the anticipated performance and expected benefits 

of appropriate congestion management strategies that will contribute to the more 

effective use and improve safety of existing and future transportation systems 

based on the established performance measures. The following categories of 

strategies, or combination of strategies, are some examples of what should be 

appropriately considered for each area: 

 Demand management measures, including growth management and 

congestion pricing; 

 Traffic operational improvements; 

 Public transportation improvements; 

 ITS technologies as related to the regional ITS architecture; and 

 Where necessary, additional system capacity. 

5. Identification of an implementation schedule, implementation responsibilities, and 

possible funding sources for each strategy proposed for implementation. 

6. Implementation of a process for periodic assessment of the effectiveness of

implemented strategies, in terms of the area’s established performance measures.

The result of this evaluation shall be provided to decision makers and the public 

to provide guidance on selection of effective strategies for future implementation. 

E-61
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Below is the U.S. DOT’s Guidebook’s recommended 8-Step process defined in the 

publication, which was followed by the PET in support of the CMP development.

 

 Figure 1: CMP Framework 

2.3. Process Evaluation Team (PET) Decisions Related to the CMP Development for 

the Las Vegas Valley 

The RTC addressed the detailed six requirements from the legislation (listed above) 

through completion of the recommended 8-step CMP process. According to the U.S. 

DOT, if the 8-step process in carried out as outlined in the guidance, the results should 

lead to the satisfaction of the requirements outlined in CFR 450.320. 

E-62
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The documentation presents the CMP Step heading, followed by a brief description of the 

requirement and concludes with “agreed to” Team decisions for each of the major 

headings.

Step 1 - Develop Congestion Management Objectives

Guidance: It is recommended that congestion management objectives be derived from 

the vision and goals articulated and the regional transportation plan. While these goals 

may be couched in general terms, congestion management objectives should be defined 

in terms that enable participants in the process to focus on specific aspects of congestion, 

and to advance a timeframe within which the objective would be attained.

Team Recommendation: The congestion management objectives for the Las Vegas 

Valley are derived from goals identified in the RTP. A complete listing of the RTC's 

nine (9) adopted goals and corresponding objectives is presented in the appendix of this 

report. The following selected Goals/objectives served as the basis for selecting the 

Congestion Management Objectives by the Team. The goals have been grouped to 

define major emphasis area, more discussion on the grouping is defined later in the 

report.

Goal 1 – Implement transportation systems that improve air quality and protect the 

environment

Goal 10: Reduce greenhouse gas emissions and carbon footprint 

Goal 11: Contribute to the long-term sustainability of Southern Nevada 

communities.

 Objective 1.1 Reduce travel times especially at peak periods 

 Objective 1.3 Increase the number of persons per vehicle 

Goal 3 – Enhance the efficiency of existing transportation facilities

 Objective 3.1 Improve information on travel conditions and options 

 Objective 3.3 Implement freeway ramp metering 

Recommendation - Congestion Management Objective(s) and Strategies (Team 

agreement):

1. Freeways: Increase system reliability by reducing delays associated with 

incidents

Strategy Freeways: The RTC will accomplish this by improving information on travel 

conditions through installation and use dynamic freeway message signs providing 

travelers with real time information on the reliability/timing of the trip (providing the 

traveler with options), by increasing the effective carrying capacity of the freeway 

network through the use of ramp metering (flow improvement strategy), and by 

establishing high occupant vehicle travel lanes that reward non-single occupant vehicle 

travel (increases person throughput). 

E-63
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2. Arterials: Reduce Travel Times and Delays Especially During Peak Periods 

Strategy Arterials: Maximize transportation system management activities; including 

but not limited to; improved median control, incorporation of access management 

techniques, traffic signal ITS, operation of transit, enhanced sidewalks, where appropriate 

bikeways, improved intersection throughput (appropriate bays length for queuing, free 

flow right turn lanes). 

Step 2 – Identify Areas of Application

Guidance: A congestion management process should be applied to a specific geographic 

area in the network of service transportation facilities. Often an area of application may 

lay within the same geographic area contained in the regional ITS architecture. This 

alignment would allow system inventories in network descriptions to directly link the 

CMP to the regional ITS architecture.

In Transportation Management Areas (TMA) the geographic limits of the CMP must 

encompass at least the TMA boundary. It would be advantageous to include the entire 

metropolitan area boundary which is the TMA boundary plus the area that will become 

urbanized within 20 years, or some other rational criteria, such as the limits of an air 

quality nonattainment area. 

Team Recommendation: The Team agreed with the guidance and set the CMP area of 

application to coincide with the Las Vegas area urbanized boundary. Figure 2 illustrates 

the agreed-to Area of Application; shown as dashed lines.

E-64
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Figure 2 – Area of Application and Network of Interest

Step 3 – Define System/Network of Interest 

Guidance: Whatever the geopolitical boundaries of the CMP, the CMP network should 

identify the characteristics of the service transportation network under consideration.

The CMP should be multimodal, so that the network should include both highway and 

transit facilities. The CMP could consider particular corridors or activity centers, in 

addition to encompassing an entire metropolitan area. A CMP may also comprise a 

combination of regional, corridor, and activity area definitions, with each component 

serving different, specific purposes. 

E-65
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Team Recommendation: The team recommends that the high speed limited access 

facilities within the Las Vegas urbanized area be defined as the system for which the 

CMP will be applied. This includes Interstate 15, Interstate 515, US Highways 93 and 

95, and the Bruce Woodbury Beltway/Clark County 215. This system definition shall be 

for both transit and vehicle modes of travel. The system definition fits for both modes for 

several reasons. First, the Team agreed to definition of - reducing travel times especially 

during the peaks - is beneficial for the operation of transit. BRT or express route service 

running on the freeway system benefits greatly by the increase in travel speeds and 

reduction of delays.

In addition, the presence of high occupancy (HOV) vehicle lanes on freeways allows for 

the operation of transit within the HOV lanes reducing the competition with single 

occupant vehicle trips, which makes transit service more viable. Secondly, the system 

definition works well across all segments of the inclusive system due to the ever growing 

demand for vehicular travel in Southern Nevada; the freeways are the locations of the 

greatest, recurring congestion in the Las Vegas valley. As such, the Team did not think 

it advisable to consider different system definitions for different geographic areas of Las 

Vegas valley. Principal arterials (identified in the adopted Las Vegas Urbanized Area’s – 

Roadway Functional Classification System) are included on Figure 2, because 

improvements to them may support the reduction of congestion on the high speed, limited 

access facility system. 

In addition to displaying the Area of Application, Figure 2 also defines the roadway 

Network of Interest as discussed above.

Step 4 - Develop Performance Measures 

Guidance: Due the fact that the state of performance on transportation facilities is a 

subject that could be communicated to the public, it is beneficial not to use highly 

technical measures such as level of service. The guidance states the five key points that 

characterize good performance measures. 

 Clarity and Simplicity (e.g., simple to present and interpret, unambiguous, 

quantifiable units, professional credibility) 

 Descriptive and Predictive Ability (e.g., describes existing conditions, can be used 

to identify problems and to predict changes) 

 Analysis Capability (e.g., can be calculated easily and with existing field data, 

techniques available for estimating the measure, achieves consistent results) 

 Accuracy and Precision (e.g., sensitive to significant changes in assumptions, 

precision is consistent with planning applications and with an operational 

analysis)

 Flexibility (e.g., applies to multiple modes, meaningful at varying scales and 

settings)

E-66
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Team Recommendation: Performance Measures will include: (1) travel time, (2) 

travel speed and (3) incident duration. These measures all work on any variety of 

levels. First of all they are clear and simple. The information can be used to identify 

performance conditions by segments across the network. Travel speed and travel time 

can be easily calculated and represented across all areas of the network geography. 

Incident duration is selected because it highlights the non-recurring congestion and 

allows for year to year comparison to evaluate different techniques, including incident 

response time/removal and can serve to understand the time it takes for the dissipation of 

incident related queues. This information can lead to the development of innovative 

strategies – like the NDOT’s Freeway Patrol Service.

Step 5 – Developing a Performance Monitoring Plan 

Guidance: The final rule on the Metropolitan Transportation Planning calls for a 

coordinated program for data collection and system performance monitoring to assess 

the extent of congestion, to contribute in determining the causes of congestion, and 

evaluate the efficiency and effectiveness of implemented actions. Typically data 

collection needs are based on the selected performance measures and appropriate 

analytical methods. Moreover the selected data elements should be relevant to the area, 

readily available, timely, reliable, consistent, and susceptible to forecasting. The guide 

goes on to indicate to the extent possible this data collection program should be 

coordinated with existing data sources, including archived operational/ITS data and 

coordinated with operation managers in the metropolitan area

Team Recommendation: The RTC’s computerized traffic operations system is called 

the Freeway and Arterial System of Transportation (FAST). FAST already has an 

operational/ITS data collection and archive system in place. As such, there is no need to 

develop a performance monitoring plan rather only to identify how this information will 

be brought into the CMP process. A synopsis of the RTC’s Performance Monitoring 

Plan along with data examples are provided in the appendix of this report.

The system uses automated detection devices and cameras to collect a variety of 

information on the freeway network in the Las Vegas Valley. Data collected includes; 

(1) average annual daily traffic, (2) volume-to-capacity ratios, (3) average travel time, (4) 

average travel speed, (5) vehicle miles of travel, (6) recording of incidents and delays, 

and (7) classification vehicles by type (trucks, buses and cars) using its automated 

process. Data is collected and stored by month; therefore, analysis periods can be tailored 

to daily, quarterly, monthly, or calendar year schedules. 

Step 6 – Identifying and Evaluating Strategies

This process defines methods and strategies that can be used to select beneficial projects 

as they are rooted in the project evaluation and selection process (discussed later in the 

document).

E-67
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Guidance:

Identifying Congested Locations - Selection of the appropriate performance measures, 

analytical tools, and available data enables the identification of congestion locations.

Congestion may be recurring or nonrecurring; the CMP should be capable of analyzing 

both types of congestion. Recurring congestion, which takes place at predictable 

intervals at particular locations, can generally be traced to a specific cause, such as a 

physical bottleneck or to conditions such as sunlight. Causes of nonrecurring congestion 

may be more difficult to isolate, and solutions may require nontraditional strategies. 

In addressing recurring or nonrecurring congestion, the CMP might incorporate 

different levels of analysis, whether at the regional, corridor, or activity area scale. 

Ongoing data collection and monitoring is helpful in determining the effectiveness of 

strategies and the utility of the CMP itself. 

Selecting Appropriate Analysis Tools – A variety of traffic analysis tools has been 

developed for different purposes. These tools are intended for application at different 

geographic scales, for different facility types, by travel mode, and according to the type 

of management strategy under consideration. Therefore, it is important to select analysis 

tools that are sensitive both to the congestion measures to be used and the types of 

congestion management strategies under consideration. These analytical tools can be 

grouped as follows: 

 Sketch-planning tools produce general order- of- magnitude estimates of travel 

demand and traffic operations in response to transportation improvements.

Sketch planning approaches are typically the simplest and least costly of the 

traffic analysis tools 

 Travel demand models are mathematical models that forecast long-term future 

travel demand based on current conditions and future projections of households 

and employment characteristics. While these models are beneficial in defining 

benefits and impacts of major highway improvements, they are less sensitive to 

defining operational characteristics or changes resulting from implementation of 

different strategies. 

 Analytical-Deterministic Tools are rooted in the Highway Capacity Manual; 

these tools quickly predict capacity, density, speed, delay, and queuing on a 

variety of transportation facilities. These tools are most useful in analyzing 

performance of isolated or small-scale transportation facilities. 

 Traffic Signal Optimization Tools are also rooted in HCM procedures; however 

these tools primarily help to develop optimal signal facing and timing plans for 

isolated signals, intersections, arterial streets, or signal networks. This includes 

capacity calculations, cycle length, and splits optimization. 

E-68
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 Macro Simulation Models are based on the deterministic relationship of the flow 

speed, and density of the traffic strain. Simulation in a macroscopic model takes 

place completely within a section by section basis rather than by tracking 

individual vehicles. 

Team Recommendation: 

a) The initial identification of congested locations will be rooted in use of FAST

performance monitoring process through the direct observation of (1) speed, (2) travel 

time, and (3) delay and are aggregately displayed as a volume-to-capacity graphic. The 

three measures will enable the RTC to identify and show the most congested segments on 

the system/Network of Interest for the Las Vegas valley defined within Step 3 of this 

process.

It is expected that there will be an annual report – completed in May of each year. This 

process will be completed and identify the most congested locations along with the 

annual post-implementation analysis report of previously constructed projects. This 

information will assist the RTC and its member entities in developing/selecting strategies 

that target problem areas based on efficiency of previous solutions or to select from one 

or group of the strategies listed in category c) listed below. 

b) Analysis tools help to quantify the benefits related to some of these selected strategies 

through CMP process. For majority of the time, the FAST monitoring system will serve 

as the base tool for the evaluation of existing conditions on selected segments of the 

network. Depending on the complexity of nominated projects, it is foreseeable for the 

RTC to utilize the travel forecast model, traffic signal optimization tools and potentially 

simulation models to verify the benefits of proposed projects on the Network of Interest.

c) Congestion Mitigation Strategies – The targeting of locations to apply transportation 

strategies will be linked to the information that comes out the process of identifying 

congested locations/segments of interest (V/C map- first step). In addition to the 

following congestion management strategies listed below, the RTC will provide an 

annual Transportation Facility Assessment (TFA) to the Team. The TFA establishes a 

comprehensive inventory of roadway attributes which provides valuable and necessary 

information for project proponents to define and nominate feasible projects. A sample of 

the TFA for freeways and arterials is located later in the document as part of the Project 

Evaluation and Selection Process, illustrated in Figures 5 and 6.

In general, congestion management strategies can be grouped into the following broad 

categories provided below; this list forms the basis of alternatives that project proponent 

may select to address congestion, continuity and mobility. The following provides 

project proponents with the basis for annual nomination of potential strategies – 

represented as projects.

E-69
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1) Adding more base capacity - Related strategies include: 

 Adding travel lanes on major freeways and streets, 

 Adding capacity to the transit system, 

 Closing gaps in the street network, 

 Removing bottlenecks by constructing overpasses or underpasses at congested 

intersections,

 Adding/designating high occupancy vehicle lanes, and 

 Increasing intercity freight rail capacity to reduce or ease use on highways.

2) Operating existing capacity more efficiently - Related strategies include: 

 Metering traffic onto freeways, 

 Optimizing the timing of traffic signals, 

 Responding more quickly to traffic incidents, 

 Enhancing travel ways for transit operation (RTC intends to operate BRT on the 

freeways in HOV lanes), 

 Realigning transit service schedules and stop locations, 

 Providing travelers with information on travel conditions, 

 Improving management of work zones, 

 Providing real-time transit information including schedules and arrivals, 

 Managing freight better,

 Developing reversible commuter lanes, 

 Developing congestion pricing strategies, 

 Providing movable median barriers to add capacity during peaks, 

 Restricting turns at key intersections, 

 Making geometric improvements to roads and intersections, 

 Converting streets to one-way operation, and 

 Managing access. 

3) Reducing the demand on the system-travel demand management (TDM) - 

Related strategies include: 

 Programs that encourage transit use and ride sharing, 

 Parking management, 

 Flexible work hours, 

 Telecommuting programs, 

 Bikeways and other strategies to promote non-motorized travel, 

 Parking fees at selected end-of-trip facilities, 

 Land-use controls, 

 Growth management restriction policy development that supports transit oriented 

design for corridors and communities, and 

 Incentives for high density development.

E-70
- 16 - 

Step 7 – Implementation and Management 

Guidance: This step involves the implementation and management of the defined 

strategies. Managers of the CMP should work closely with the operating agencies that 

have participated in the CMP process throughout the implementation of the congestion 

management strategies and activities. 

Team Recommendation: The RTC does not have to create or constitute a special 

committee to achieve the management requirement over the implemented strategies. It is 

recommended that the Operations /Management Committee (OMC) would serve as the 

logical home for the oversight responsibilities, as this group collectively addresses issues 

related to the operation of traffic across the jurisdictions within the Las Vegas valley. 

Step 8 – Monitoring Strategy Effectiveness

Guidance: Managers of the CMP should periodically evaluate the effectiveness of 

strategies identified through the CMP. It is essential that the analysis utilize the 

performance measures developed through the CMP to determine the effectiveness of the 

selected strategies. In assessing the degree to which the CMP strategies address the 

problems of congestion, it is important to also assess the issue of how well and to what 

extent the strategies were implemented and to consider intervening factors that may have 

contributed to the success or failure of the selected projects or programs. 

Based on feedback from the assessment process, the CMP should make appropriate 

adjustments to their effectiveness forecasting process and the CMP itself. These 

adjustments may be with respect to the strategies considered, or may reflect back to the

performance measures used; the data collection and management component of the 

process; or the analytical methods and tools applied. The CMP should be subject not 

only to periodic review, but to a timetable for upgrading the tools and methods to keep 

pace with current practice. 

Team Recommendation: Following this discussion, the schematic/blueprint for the 

RTC's Project Evaluation and Selection Process is presented in Figure 5. As displayed in 

the graphic, the evaluation and selection procedures drive the nomination/selection of 

projects for both SOV and non-SOV projects. If nominated, SOV projects are then ‘run’ 

through the CMP process. In some cases, the analysis could result in a modification of 

the SOV project, as indicated in 450.320.

In non-attainment areas like the Las Vegas Valley, the prerequisite for adding single 

occupant lanes to the network of interest is to consider both demand management 

strategies and operational improvements prior to selecting additional capacity. The CMP 

rule further requires MPOs to consider other travel demand reduction and operational 

management strategies appropriate for the corridor but not appropriate for incorporation 

into the SOV facility itself. In this case, “corridor” means considering a travel way larger 

than the physical limits of the facility under consideration itself. 

E-71
- 17 - 

The implementation schedule, implementation responsibilities, and possible funding 

sources for each strategy (or combination of strategies) are addressed in two places.

Implementation schedule is driven by the annual system evaluation of the implemented 

actions. The RTC's adopted cycle for the update of the RTP/TIP identifies the annual call 

for projects beginning in September. The agreed-to-timeline is located in the appendix 

of this report.

The annual evaluation of post-implementation effectiveness will be completed by April 

with the results presented in May. This will provide adequate time for the RTC's member 

entities and NDOT to nominate projects appropriate to the issues both from the post 

implementation analysis and from the identification of congested segments.

Implementation responsibilities are identified in the RTC's programming document, the 

TIP.

2.4 Why CMP Steps 1-6 Precede Project Evaluation and the Selection Process 

CFR 450.320 states: In a TMA designated as non-attainment for ozone or carbon 

monoxide, federal funds may not be programmed for any project that will result in a 

significant increase in the carrying capacity for SOV's (i.e., a new general-purpose 

highway in a new location or adding general-purpose lanes, with the exception of safety 

improvements or the elimination of bottlenecks) unless the project is addressed through a 

congestion management process meeting the requirements of the legislation. 

Therefore prior to any consideration of project evaluation and selection, it is required that 

the MPO first address or respond (identify project related strategies) to the situations that 

are causing recurring and non-recurring congestion on the arterial and freeway network.

The Team has chosen to accomplish this by providing congestion measures on roadway 

segments established on the Network of Interest (adopted in the CMP development) 

through level of service measures derived from volume-to-capacity representations, taken 

from FAST data collection efforts and augmented by the regional travel forecast model 

where data gaps exist.

Note – The Team decided that extent of influence (Network of Interest) of the system for 

Project Evaluation and Project Selection shall be the same as the CMP roadway network. 

2.5 Initial Step to Define Problem Areas for CMP

Consider the P.M. peak volume-to-capacity map; see Figure 3. Once this step is 

completed and with the assistance of attribute information contained in the 

Transportation Needs Assessment, the agency’s partners may move forward with the 

nomination of projects to address congested conditions on roadway segments identified 

on the Network of Interest. This final step of the CMP signaled the point in time for the 

Team to apply (develop) a process for the evaluation and selection of projects. 

Figure 3 Volume-to-Capacity P.M. Peak Conditions 

E-72
- 18 - 

3.0 - Establishing a Blueprint for the Project Evaluation and Selection Process

E-73
- 19 - 

Framework for Project Evaluation and Selection

To create a blueprint of the effort for the Team, the RTC began by posing the following 

key questions to the Team about the process development:

1. How is this process linked or related to the Congestion Management Plan 

requirements? 

2. What will form the basis for the evaluation of nominated projects? 

3. What information will be used to identify transportation opportunities to solve the 

identified congestion problems and advance the agency’s mobility vision? 

4. What criteria will be used to select nominated projects? 

5. When will this “selection process” take place and how does it fit into the existing RTP 

and TIP development structure? 

3.1 How the PET developed the Process for Project Evaluation and Selection 

Before obtaining input from the Process Evaluation Team, the RTC considered it 

essential to develop a process schematic or blueprint setting out the logical sequencing of 

actions necessary to achieve a cooperatively developed project evaluation and selection 

process as driven by the questions identified above. Working with the RTC’s federal 

partners, an agreed-to 8-Step Schematic was developed for the Team to follow.

The 8-Step Project Evaluation and Selection Schematic (Figure 4) forms the blueprint 

and served as the Team’s scope of activities scheduled to be accomplished over the 

course of the Team meetings.

E-74
- 20 - 

Figure 4 

3.2 Overview of the 8 - Step Process identified for Project Evaluation and Selection 

E-75
- 21 - 

Step 1 – Complete Steps 1-6 of the CMP

As identified previously, the Team agreed to use the assumptions leading up to Step 6 in 

the CMP, including; area of influence, network of interest and congestion management 

objectives for freeways and arterials. Additionally, the Team agreed to the P.M. peak 

condition volume-to-capacity map as the “trigger” or starting point for identifying 

problem segments on the agreed to Network of Interest, because no new capacity projects 

may be advanced unless they “pass through” the CMP (with the exception of safety 

improvements or the elimination of bottlenecks). 

The CMP and Project Evaluation and Selection Process are interconnected in several 

ways. First, the CMP language for air quality non-attainment areas like the Las Vegas 

metropolitan area - requires agencies to evaluate strategies other than new SOV capacity 

first before programming lane capacity and second, there is 100% overlap of the 

transportation networks of the two processes. This interconnectivity is why Steps 1-6 in 

the CMP lead directly to the process identified as Step 1 in Project Evaluation and 

Selection.

Projects not required to be considered in a CMP (bottlenecks and safety improvements). 

The FHWA identifies bottlenecks as locations where the physical capacity is restricted, 

with flows from upstream sections (with higher capacities) being funneled into them. This 

is roughly the same as a storm pipe that can carry only so much water — during floods 

the excess water just backs up behind it, much the same as traffic at bottleneck locations. 

However, the situation is even worse for traffic. Once traffic flow breaks down to stopand-go conditions, capacity is actually reduced — fewer cars can get through the 

bottleneck because of the extra turbulence. Bottlenecks can be very specific chokepoints 

in the system, such as a poorly functioning freeway-to-freeway interchange, or an entire 

highway corridor where a system of bottlenecks exists, such as a closely spaced series of 

interchanges with local streets.

Step 2 - Evaluate Transportation Opportunities: Apply the Transportation Facility 

Assessment.

Even prior to consideration of project evaluation and selection, it was determined that it 

was essential for project sponsors to have necessary information on the facilities that fall 

within the Network of Interest so that appropriate projects (solutions) may be considered 

to respond to transportation needs. The RTC has termed this action within the process as 

Transportation Facility Assessment. It is to be completed for both roadway segments 

and system wide activities by the agency. 

The Transportation Facility Assessment is designed to provide a comprehensive profile 

of the roadways attributes, which will deliver necessary information to project proponents 

when identifying a strategy to address either congestion or a mobility need. 

E-76
- 22 - 

A. Roadways Segments 

Arterials: As an example, Figure 5 displays the facility attribute information for a

selected segment of Tropicana Avenue that falls within the network of interest. The RTC 

has and will annually complete the fulfillment of the data. Attribute information is

presented for segments and intersections obtained through actual data collection using 

either coverages from street digital imaging, FAST (speeds, signal spacing, ITS 

presence), empirical traffic data counts (RTC and NDOT count data base), the agency’s 

transit department (throughput, bus stops), the Nevada Office of Traffic Safety crash 

data, bikeways information and Clark County right-of-way information.

Figure 5 Tropicana Avenue - Roadway Segments of Interest

Roadway Attributes

Data 

Type Roadway Segments

Rainbow 

to

Decatur

Decatur to

I-15

I-15 to

Maryland 

Pk.

Maryland Pk. 

to

I-515

(A) (B) (C) (D)

V/C (Peak Period Range) Value >1.0 >1.0 >1.0 >1.0

AADT Value 28,500 29,500 41,333 26,000

Total Number of Travel Lanes Value 6 6 6 / 8 6

Breakdown Lanes Yes/No No No No No

Average Travel Speed 

(Peak)*** Values 29, 36 13, 23 21, 26 17, 29

Average Travel Speed (OffPeak)*** Values 33, 35 28, 31 25, 29 18, 31

Signals per mile Value 2.0 4.8 4.0 3.3

ITS Coordination Yes/No Yes Yes Yes YesS

ITS Cameras Yes/No No No Yes No

Dedicated Turn Lanes (see 

matrix) Yes/No Done Done Done Done

Raised Median

Yes/No 

(%) Yes - 5% Yes - 10% Yes - 50% Yes - 95%

Driveways per segment / mile Values 22 / 11 31 / 21 25 / 10 97 / 32

Sidewalks Yes/No Yes Partial Partial Yes

Sidewalk Classification* Value 2 2 / 4 4 / 2 2 / 3

Bicycle Facilities (implemented) Yes/No No No No No

Bus Stops / Turnouts Values 16 / 0 10 / 0 16 / 0 27 / 0

Transit Passenger Throughput 

(Peak) Value N/A N/A N/A N/A

Transit Passenger Throughput 

(Daily) Value 1,121 818 1,921 2,328

Crashes (Vehicles)** Value 458 683 978 1003

Crashes (Pedestrians)** Value 15 13 14 34

Crashes (Pedalcycles)** Value 8 6 8 17

ROW Utilization (Available 

ROW?) Yes/No No No No No

Access to freeway Yes/No Yes Yes Yes Yes

E-77
- 23 - 

Intersection Approach Information – Included as part of the Arterial Segment 

Attribute information (selected intersections along Tropicana Avenue for display) 

Intersection approach information is provided as follows: 1. Single left turn bay; 2. Dual 

left –turn bay; 3. Right turn pocket; 4. RTO lane; 5. No right on Red

Tropicana Avenue

Turn Matrices for Signalized Intersections

Approach 1 2 3 4 5

Intersection 1: Rainbow

East Bound X

West Bound X X

North Bound X X

South Bound X

Intersection 2: Torrey Pines

East Bound X

West Bound X

North Bound X

South Bound X

Intersection 3: Jones

East Bound X

West Bound X

North Bound X

South Bound X

Intersection 4: Decatur

East Bound X

West Bound X

North Bound X X

South Bound X X

Intersection 5: Cameron

East Bound X

West Bound X

North Bound X

South Bound X

Intersection 6: Arville

East Bound X

West Bound X

North Bound X

South Bound X

Intersection 7: Wynn

East Bound X

West Bound X

North Bound X X

South Bound X X

E-78
- 24 - 

Freeways: Figure 6 displays the facility attribute information for selected segments on 

Interstate 15. The agency relies on much of the same information sources from the 

arterials (counts, v/c range, speeds, ITS presence, travel lane management, crashes, 

transit throughput and right-of-way available). 

Figure 6 – Roadway Attributes Limited Access Facilities 

Limited Access 

Facilities

Interstate 15 

Segments

Roadway 

Attributes

Data 

Type

I-215 to

Tropicana

Tropicana to

Spring 

Mtn.

Spring 

Mtn. to

Charleston

Charleston to

U.S. 95

U.S. 95 

to

Lake

Mead

Lake

Mead 

to

Craig

(A) (B) (D) (E) (F) (G)

V/C (Peak Period 

Range) Value >1.0 >1.0 >1.0 >1.0 >1.0

>0.8 -

0.9

AADT Value 105,250 129,000 129,000 128,000 82,750 48,250

Total Number of 

Travel Lanes Value 8 (4/4) 6 (3/3) 6 (3/3) 8 (4/4) 6 (3/3) 6 (3/3)

Average Travel 

Speed (Peak)*** Value 15, 35 27, 33 20, 36 28, 34 22, 38 43, 53

Average Travel 

Speed (Off-Peak)*** Value 22, 36 27, 36 35, 39 35, 43 48, 50 47, 54

ITS - Freeway 

Detectors Yes/No Yes Yes Yes Yes Yes Yes

ITS - Dynamic 

Message Sign(s) Yes/No Yes Yes Yes Yes Yes Yes

ITS - Camera(s) Yes/No Yes Yes Yes Yes Yes Yes

HOV Lanes Yes/No No No No No No No

Express Lanes Yes/No No No No No No No

Lane Operating 

Restrictions Yes/No No No No No No No

Freeway Service 

Patrol Yes/No Yes Yes Yes Yes Yes Yes

Transit Passenger 

Throughput (Peak) Value N/A N/A N/A N/A N/A N/A

Transit Passenger 

Throughput (Daily) Value N/A N/A N/A N/A N/A N/A

Crashes (Vehicles) 

** Value 476 646 1,138 355 463 311

ROW Utilization 

(Available ROW?) Yes/No Yes Yes Yes No Yes Yes

E-79
- 25 - 

b. Systemwide/Network Related Assessments 

The Team agreed that the following reports should also be provided on systemwide 

elements that cannot necessarily be expressed in a corridor fashion. The information that 

comes out of the process allows for consideration of projects that impact policy; these 

include: (1) Transit shown in Figure 7, (2) Transportation Demand Management shown 

in Figure 8, and (3) Bicycle facilities shown in Figure 9. 

Figure 7: Transit Ridership by Month (Total of All Routes) 

Figure 8: Transportation Demand Management

E-80
- 26 - 

Note: Of the 690 bicycle lane miles adopted, 192 miles have been constructed. Of the 

390 bicycle route miles adopted, 82 miles have been constructed. Of the 760 shared use 

travel lanes adopted, 107 miles have been constructed

Step 3 – Framework: Establish Sources for Values linked to Project Evaluation and 

Selection – RTC’s Goals and Objectives

Critical to the development of strategies used to evaluate and select projects is the need to 

define the value system or metrics that will drive the process. While the process opened 

the opportunity to develop “new” directions addressing congestion and mobility, the 

Team agreed that the nomination of projects would be best rooted in the RTC adopted 

goals and objectives. A full description of the agency’s Goals, Objectives and Measures 

of Effectiveness is listed in the Appendix of this report.

Figure 9: Bicycle Facilities

E-81
- 27 - 

There is not a one-to-one relationship, in other words, not every goal and corresponding 

objective will be used in deciding what is important in the selection of projects, criteria 

for the nomination form, or the weighting of projects for comparative analysis. With 

agreement from the Team, the RTC collapsed the adopted 11 goals into the following 

four categories: I - Air Quality, II- System Preservation and Efficiency, III -Alternative 

Mode Options, and IV- Safety and Security.

The following displays the goals under each grouped category. This information was 

essential in the development of 1) the congestion management strategy options listed in 

Step 6 of the CMP and 2) in the project criteria that defined project nomination and 

weighting (Steps 5 and 6 discussed later).

I - Air Quality

Goal 1: Implement transportation systems that improve air quality and protect the 

environment

Goal 10: Reduce greenhouse gas emissions and carbon footprint 

Goal 11: Contribute to the long-term sustainability of Southern Nevada communities 

II - System Efficiency & Preservation

Goal 3: Enhance the efficiency of existing transportation facilities 

Goal 9: Support more efficient freight travel

III – Alternative Mode Options 

Goal 2: Develop fully integrated modal options 

Goal 4: Improve access to mass transportation facilities and services 

Goal 5: Secure funding for expansion, operations and maintenance of systems and 

routes

Goal 6: Enhance public awareness and support of the regional transportation system 

IV – Safety & Security 

Goal 7: Improve safety for all travelers

Goal 8: Improve security for all travelers 

Step 4 - Define Preliminary Strategies

This is not so much a process step as it is direction to the project proponents, because, at 

this point they will have to cobble several elements together in order to provide adequate 

consideration of congestion reduction and mobility improvements. These elements 

include: 1) the volume to capacity map (P.M. peak), 2) the transportation facility

assessment, 3) the congestion management strategies (listed in Step 6 of the CMP) and 

the 4) grouped Goals by category.

Based on these elements the project proponents should be able to recommend appropriate 

action(s) needed to improve the function of transportation facilities and be ready to 

complete a Project Nomination Form discussed below. However, before project 

E-82
- 28 - 

proponents could complete this step, the Team had to work through defining Step 5 – 

Establishment of Project Criteria and Weights. 

Step 5 - Establish Project Criteria and Weights

This step in the process is crucial because it establishes values that the Team considered 

significant when evaluating and selecting projects and will serve as the basis for ranking 

projects once they have been submitted through the project submittal form - which 

employs much of what was defined during the development of the project criteria and 

weighting.

In response, staff developed several options for the Team to consider. The group 

ultimately decided on three project forms to identify criteria that would be considered for 

projects on the network of interest, they include; 1) freeways, 2) arterials and 3) transit 

projects.

While a discussion of the three project forms and their differences is presented, there are 

three aspects to the forms for freeways and arterials. These aspects include; 1) criteria for 

freeways – 100 possible points and criteria for arterials – 90 possible points, and 3) a 

simple benefit/cost equation yielding up to 15 additional points. Therefore freeways 

can score up to 115 points and arterials up to 105 points. The transit criteria will be 

discussed separately, but can score up to 110 points.

The project must fall on the Network of Interest to be considered. If the project is a 

bottleneck elimination or safety improvement, then the selected project advances without 

further evaluation. Additionally, the Team believed that three additional factors were 

germane enough to the process that both forms should factor the following criteria into 

consideration; 1) system continuity (making a critical connection), 2) local priority 

(importance to the sponsoring entity) and 3) project readiness (ability to construct) which 

totals 30 points for both forms. 

E-83
- 29 - 

- Pre-rating Criteria for Limited Access Facilities - 

Limited Access Facility Projects - Prescreen for Applicability 

Criterion Measure Points

Network of Interest Yes/No - If "No", Send to Alternate Funding 

Source Evaluation

Pre-Rating

Bottleneck Elimination Yes/No - If "Yes", Send Directly to Funding Pre-Rating

Safety Improvement Yes/No - If "Yes", Send Directly to Funding Pre-Rating

Limited Access Facility Projects - Prescreen for Capacity 

Criterion Measure Points

Congestion Reduction Project will reduce congestion Mandatory

NEPA Compliance No obvious negative impacts per RTP 

Environmental Justice, natural or cultural 

resources, or air quality that can not be 

addressed.

Mandatory

Plan Consistency Consistent with adopted Regional Transportation 

Plan

Mandatory

Auxiliary Lane(s)

HOV lane 

Demand Management

Demand management and operational improvements to 

parallel facilities

Alternates Considered -

Yes/No

Other:

Right-of-way not available and/or cannot be acquired at a 

reasonable cost.

Alternates have been implemented and roadway still 

congested.

If "No" to any of the 

above, one or more of 

these must be true:

Modeling shows that implementation of all feasible alternatives 

will not reduce congestion to an acceptable level; however 

TDM will continue and operational improvements will be 

implemented as part of the project.

Will alternates 

accomplish desired 

congestion reduction? 

Yes/No

If "No", consider SOV Improvement Pre-Rating

Similar to the initial criteria information, the first three lines of the forms for both the 

freeways and arterials are the same and mandatory for all projects. These include a 

requirement to reduce congestion, compliance with NEPA (no obvious negative impacts) 

and consistency with adopted local plans. Both forms seek to determine if alternatives 

(prior to SOV) were considered and the facts leading to the inability to implement the 

alternatives. Additionally the form considers and assigns weights or values to; 1) level of 

service, 2) AADT – demand, 3) funding participation, and 4) safety.

E-84
- 30 - 

- Limited Access Facilities – 

Limited Access Facility Projects (Freeway, Expressway, Super Arterial, Junior 

Expressway) 

Criterion Measure Points

2+ mode link 10

Removes system gap 5

System Continuity

Extends system 0

Within one year 10

Three years 5

Project Readiness for 

Construction

Four years or more 0

Current Level of Service - F 30

Peak Periods E 20

D 10

A/C 0

Current AADT >100,000 25

>60,000 <100,000 20

<60,000 15

>75 Percent 20

>50 Percent 15

Funding Participation by 

private and other 

governmental sources >25 Percent 10

<25 Percent and >$100,000 5

Safety for all modes per > 9 crashes per MVMT 5

mile > 7 crashes per MVMT 4

> 5 crashes per MVMT 3

> 3 crashes per MVMT 2

> 1 crashes per MVMT 1

Limited Access Facility 

Projects

Maximum Available Score 100

E-85
- 31 - 

-Arterial ProjectsThe first section of the form contains the same mandatory requirements as those defined 

for freeway/limited access projects and seeks the same information regarding alternative 

feasibility. The only difference between the two forms is that arterials has the opportunity 

for 10 additional possible points and is related to the existence of bus pullouts and there is 

less weight associated with AADT and Levels of Service.

Arterial Roadway Projects - Rating

Criterion Measure Points

2+ mode link 10

Removes system gap 5

System Continuity

Extends system 0

Within one year 10

Three years 5

Project Readiness for 

Construction

Four years or more 0

Bus Pullout(s) Bus pullouts are included in project. 10

Current Level of Service - F 20

Peak Periods E 10

D 5

A/C 0

Current AADT >60,000 15

>20,000 <60,000 10

<20,000 5

>75 Percent 20

>50 Percent 15

>25 Percent 10

Funding Participation by 

private and other 

governmental sources

<25 Percent and >$100,000 5

Safety for all modes per mile > 9 crashes per MVMT 5

> 7 crashes per MVMT 4

> 5 crashes per MVMT 3

> 3 crashes per MVMT 2

> 1 crashes per MVMT 1

Arterial Roadway Projects Maximum Available Score 90

- Benefit/Cost - Criteria for both project types 

The purpose of this benefit cost is simple and straightforward. It is to determine the 

relative merit of the project cost to its benefit – to reduce congestion or improve mobility. 

The more cost effective the project, the higher the score/benefit. The calculation is 

simply the total possible points (minus the points for the benefit/cost) divided by the cost 

of the project in units of millions of dollars. 

Benefit / Cost

Criterion Measure Points

(Subtotal points divided by Greater than 15 15

cost in millions) Greater than 10 10

Greater than 5 8

Greater than 1 6

Greater than 0.5 4

Greater than 0.25 2

Benefit / Cost Maximum Available Score 15

E-86
- 32 - 

- Transit Projects - 

The purpose of the transit criteria is a comparative tool for assessing transit projects 

against one another. Measures include; efficiency, connectivity, sustainability, cost 

effectiveness, roadway LOS, TAZ/job connection, safety and security and fleet adequacy. 

Similar to limited access facilities and arterial, the criteria include the same benefit/cost 

measure.

Transit Projects

Criterion Measure Points

Efficiency Service in exclusive or HOV corridor 10

Increased frequency of service 5

Connectivity (both applicable) Served by park and ride lot 5

Improved connectivity with bike or 

pedestrian modes

5

Air Quality/Sustainability Replacement vehicle hybrid, biofuel, or 

other very low emissions

10

Fare revenue projected to meet agency 

objective (45% operating cost)

Cost Effectiveness - Subsidy 5

per passenger

Fare revenue not projected to meet 

agency objective (45% operating cost)

0

F 10

E 8

D 5

Current Level of Service - Peak 

Period

A/C 0

Employment Within/Borders TAZ with >50 Jobs per 

Acre

5

Safety/Security Improved safety/security 10

Bus replacement 10

Service support 8

Vehicle expansion 4

Fleet Adequacy

Other 2

Transit Projects Maximum Available Score 70

Benefit / Cost

Criterion Measure Points

(Subtotal points divided by Greater than 15 15

cost in millions) Greater than 10 10

Greater than 5 8

Greater than 1 6

Greater than 0.5 4

Greater than 0.25 2

Benefit / Cost Maximum Available Score 15

E-87
- 33 - 

Step 6 - Establish Project Nomination Form (rooted in criteria and weighting) 

Once the Team decided on the criteria formats, the development of the project 

nomination form was straightforward. The adopted form, illustrated above, incorporates 

all of the criteria for each of the project types. It is anticipated that the project 

proponent will be the party responsible for completing the project nomination form, as 

they will be provided with adequate data for the nomination of projects including; 1) the 

annual transportation facility assessment, 2) the listing the comprehensive congestion 

management strategies, and 3) the volume to capacity map (P.M. peak). 

Step 7 - Establish Priority Listing of Projects 

Once the project submissions are scored, a list of prioritized projects (rooted in scores) 

will be presented to be for consideration, modification or acceptance. The agreed to list 

will form basis of prioritized projects on the Network of Interest for consideration by the 

Commission. The Commission may approve the listing as presented or they may 

collectively decide to alter or modify the prioritized listing of projects. 

Step 8 - Program Projects into TIP 

In usual RTC practice, the listing of projects is advanced to the Commission for approval.

Once approved, the listing of projects on the Network of Interest is forwarded to the 

NDOT for inclusion in the STIP.

Prerequisite to Project Selection - Project Application Submittal

Using input from the Team and following the requirements to develop a Project 

Evaluation and Selection Process, the RTC developed what it terms the Project

Submittal Application. During the period of project nomination, each project proponent 

will be required to complete this form, which ultimately provides a score/priority ranking 

for the proposed project. The agreed-to form is presented below.

E-88
REGIONAL TRANSPORTATION COMMISSION OF SOUTHERN NEVADA

LANE(S) CAPACITY PROJECT SUBMITTAL APPLICATION

1. RTC Member Agency:

2. Contact Person/Title:

3. Address:

4. Phone Number:

 Fax Number:

5. E-Mail:

6. Project Name:

7. Project Limits:

8. Project Description: [Attach 

additional sheets if necessary]

9. What is the estimated cost of 

the project?

Amount (in whole dollars)

 _______________ Preliminary Engineering

 _______________ Right-of-Way

 _______________ Construction

 _______________ Total

If known, attach calculations.

10. Qualifying Questions for 

Congestion Management Process 

(CMP):

Network of Interest Yes/No - If "No", Send to Alternate 

Funding Source Evaluation

Pre-Rating

Bottleneck 

Elimination

Yes/No - If "Yes", Send Directly to 

Funding

Pre-Rating

Safety Improvement Yes/No - If "Yes", Send Directly to 

Funding

Pre-Rating

E-89
35

11. Mandatory Qualifying 

Criteria for CMP. If “No” to any, 

project does not qualify for Single 

Occupant Vehicle Lane(s) (SOV) 

funding under CMP.

Yes/No Congestion 

Reduction

Project will reduce congestion

Yes/No NEPA

Compliance

No obvious negative impacts per RTP 

Environmental Justice, natural or cultural 

resources, or air quality that can not be 

addressed.

Yes/No Plan 

Consistency

Consistent with adopted Regional 

Transportation Plan

12. What is the Roadway’s 

functional classification?

If Principal Arterial, go to 

Question #12b

____ Limited Access Facility

____ Principal Arterial

12a. Alternatives to Limited

Access Facility SOV Considered –

Yes/No

Yes/No Auxiliary Lane(s)

Yes/No HOV lane 

Yes/No Transportation Demand Management

Yes/No Transportation demand management and operational 

improvements to parallel facilities

Yes/No Other:

12b. Alternatives to Principal 

Arterial SOV Considered –

Yes/No.

Yes/No Access management/Raised medians

Yes/No Bus Pullout(s)

Yes/No Transportation Demand Management

Yes/No Transportation demand management and operational 

improvements to parallel facilities

Yes/No Intersection improvements, including signalization

Yes/No Other:

12c. Will alternatives accomplish 

desired congestion reduction? If “No”, proceed to CMP SOV Criteria, Item #13.

12d. If “No” to any of Alternatives 

in #12a/b and one or more of these 

items is true, proceed to CMP 

SOV Criteria. If not, consider 

alternatives prior to application.

True/False Right-of-way not available and/or cannot be acquired at a 

reasonable cost.

True/False Alternates have been implemented and roadway still 

congested.

True/False Modeling shows that implementation of all feasible 

alternatives will not reduce congestion to an acceptable 

level; however TDM will continue and operational 

improvements will be implemented as part of the project.

Congestion Management Process Single Occupant Vehicle Lane Criteria

13. System Continuity: Will the 

project improve system continuity 

by either of these means? If so, 

award 10 points.

2+ mode link, modes include roadway, bicycle, pedestrian transit, 

HOV

Removes system gap

 Number of points: ______

14. How ready is the project to be 

constructed?

Within one year 10

Three years 5

More than four years 0

Number of points: ______

15. If Principal Arterial Project, Are bus pullouts are included in project? If so award, 10 points. 

 Number of Points _____

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36

16. What is the current level of 

service during the peak periods?

Freeway Arterial

F 30 20

E 20 10

D 10 5

A/C 0 0

Number of points: ______

17. What is current AADT?

Freeway Arterial

>100,000 25 >60,000 15

>60,000 <100,000 20 >20,000 <60,000 10

<60,000 15 <20,000 5

Number of points: 

______

18. What is the funding 

participation by private and other 

governmental sources?

>75 Percent 20

>50 Percent 15

>25 Percent 10

<25 Percent and >$100K 2

Number of points: _______

19. What is the current rate of 

crashes per million vehicles miles 

traveled (MVMT) per year per 

mile for all modes?

> 9 crashes per MVMT 5

> 7 crashes per MVMT 4

> 5 crashes per MVMT 3

> 3 crashes per MVMT 2

> 1 crashes per MVMT 1

Number of points: _______

20. What is the benefit/cost ratio 

(total points thus far divided by 

the total project cost in units of 

millions of dollars per Question 

9)?

Greater than 15 15

Greater than 10 10

Greater than 5 8

Greater than 1 6

Greater than 0.5 4

Greater than 0.25 2

Number of points: _______

21. Total Points Here ______ Freeway ______ Principal Arterial

If you have any questions, or need 

more information please call: Jerry Duke (702) 676-1729

E-91
Appendix A

Funding Sources

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Revenue Source Adopted Uses Recipient 

Question 10 1991 & 2002 Revenue

Motor Vehicle Fuel Tax Street and arterial highway improvements RTC

Room Tax Improvements in resort corridors Generating 

entity 

Development Tax 1991: Construction of the Las Vegas Beltway; 2002:

upgrading of the Las Vegas Beltway to full freeway 

standard improvements in resort corridors

Clark County 

Motor Vehicle Privilege Tax Construction of the Las Vegas Beltway Clark County 

Jet Aviation Fuel Tax 1991: Airport Connector; 2002: Increase the rate levied 

to support transportation improvements related to the 

region’s airports administered by the Clark County 

Department of Aviation, including McCarran 

International Airport

Clark County 

Capital Projects Tax Levy 2002: Redirection of part of the existing levy to support 

transportation infrastructure improvements

Sales and Use Tax 1991: Public transit system; 2002: Increase the rate of 

tax and apply the additional revenues generated to 

highway, intermodal as well as transit expenditures,

including

 A new High-Speed Lane Miles Program;

 Supplemental funding for the Clark County Beltway 

program to 2008;

 Operations of the regional trails system;

 Operations of the FAST traffic arterial management 

system (FAST is jointly funded by RTC and NDOT 

with the latter primarily funding the operations of 

the freeway management system);

 Operations of the Clark County Department of Air 

Quality and Environmental Management, and

 Various intermodal programs to support on-street 

bicycle facilities, ITS activities, traffic signal 

improvements and provision of bus turnouts.

RTC

Federal Funding

Surface Transportation 

Program (STP), Urban 

Element

May not be used to build new capacity projects for 

single occupant vehicles, unless the projects come from 

the adopted Congestion Management System for the 

area.

RTC

Congestion Management 

and Air Quality Mitigation 

Program (CMAQ)

Must demonstrate projects will reduce motor vehicle 

emissions in a cost-effective manner, including transit 

and operating subsidies for new or innovative projects. 

Cannot be used for projects that result in new capacity 

for single occupant vehicles.

RTC

Earmarked Funding Only authorized project. As specified in 

legislation

Federal Transit 

Administration (FTA) 5307

Capital expenditures for transit development and 

maintenance, no operation and maintenance except for 

experimental or innovative services. Must certify that at 

least 1% of these funds are allocated to “enhancement” 

activities and a similar amount to safety and security 

projects

RTC

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Revenue Source Adopted Uses Recipient 

FTA 5309 Supplements 5307 to support larger capital investments 

such as intermodal terminals and maintenance facilities,

and New Starts program.

RTC

National Highway System

(NHS)

Most of the available funding used for bond repayments. NDOT

Interstate Maintenance 

Program (Not in TIP)

Ongoing maintenance, rehabilitation and reconstruction 

of the Interstate Highway system

NDOT

Surface Transportation 

Program funds (STP), Statewide and Enhancements 

New construction, maintenance, transit, 

ridesharing/employer trip reduction, centralized traffic 

control systems, and traffic management programs. The 

STP funding is subdivided into several sub categories.

State-wide and Enhancement are administered by 

NDOT.

Safety projects are a 10% set-aside of State-wide and 

include hazard elimination and protection of rail 

crossings.

Enhancements are a 10% set-aside and include:

 Bicycle/pedestrian facilities;

 Safety and educational activities for bicyclists and 

pedestrians;

 Acquisition of scenic easements and scenic or 

historic sites;

 Scenic or historic highway programs, including 

tourist and welcome center facilities;

 Landscaping and other scenic beautification, 

historic preservation;

 Rehabilitation and operation of historic 

transportation buildings, structures, or facilities,

including historic railroad facilities and canals;

 Preservation of abandoned railroad facilities,

including the conversion of and use thereof for 

pedestrians and bicyclists;

 Control and removal of outdoor advertising;

 Archaeological planning and research;

 Environmental mitigation to address water pollution 

due to highway runoff or reduce vehicle caused

wildlife mortality while maintaining habitat

connectivity; and

 Establishment of transportation museums.

NDOT

Bridge Replacement and 

Rehabilitation Program

Maintenance, rehabilitation and reconstruction of 

bridges on public roads. Not included in TIP

NDOT

Federal and Public Lands 

Highways Programs

Development of a coordinated program of transportation 

facilities serving federal lands

FHWA

FTA 5311 Non-Urban

Programs

Operating support for the Southern Nevada Transit 

Coalition and various not-for-profit providers of 

specialized services outside the Las Vegas Urbanized 

Area

NDOT

FTA 5310, 5316 & 5317 Elderly Individuals and Persons with Disabilities, Job 

Access and Reverse Commute (JARC), and New 

Freedom. Funded projects under all three programs must 

be derived from the Coordinated Public Transit and

Human Services Transportation Plan.

RTC

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40

Revenue Source Adopted Uses Recipient 

State Funding

State Gas Tax Of 24.75¢ per gallon, 17.65¢ goes to the State Highway 

Fund, 6.35¢ to cities and counties and 0.75¢ to the State 

Petroleum Clean-up Trust Fund. Except for 

administration, Highway Fund must be used exclusively 

for the construction, maintenance and repair of public 

highways. Administration includes NDOT, DMV & 

Public Safety. Most of the rest goes to bond & debt 

repayment.

NDOT

Gas / Diesel Tax Indexing Transportation projects. Each county may index gas tax 

according to cost of living or inflation.

NDOT

State Bond Revenues Funding capacity at its limit. NDOT

Additional State Revenues –

AB.595

Bonding authority for a one-time lump sum payment to 

the Department of Transportation of $300 million 

dollars from the Las Vegas Visitor’s and Convention 

Authority (LVCVA), three cents of Clark County Ad 

Valorem property tax and a statewide rental car tax.

NDOT

Private Funding

Developer and Private 

Funding

As appropriate related to needs generated by new 

development and as raised in the private market to fund 

Monorail extension to McCarran Airport.

Generating 

Entity

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Appendix B

I - Goals, Objectives, Measures of Effectiveness 

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42

Vision: Provide a safe, convenient and effective regional transportation 

system that enhances mobility and air quality for citizens and 

visitors.

Objective Measures of Effectiveness

[Not Project Implementation]

Project Evaluation Criteria

[Mandatory]

Goal 1. Implement transportation systems that improve air quality and protect the 

environment. 

Goal 10. Reduce greenhouse gas emissions and carbon footprint.

Goal 11. Contribute to the long-term sustainability of Southern Nevada communities.

Objective 1.5

Reduce the number 

of vehicle cold starts

Measure 1.5.2 Number pedestrian 

and bicycle corridors connecting 

residential with commercial areas, 

employment centers, and schools

Measure 1.5.3 Number of 

subdivision walls with 

pedestrian/bicycle portals

This is a linkage necessary to 

connectivity within or among 

modes or to destinations.

Objective 1.6

Include 

environmental 

considerations in 

preliminary project 

planning

Measure 1.6.1 Proportion of early 

stage project design projects that 

include multi-disciplinary human 

and natural environmental 

analyses.

[A preliminary environmental and 

Title VI review of the SOV project 

has been completed and reveals 

no obvious negative impacts that 

can not be addressed.]

Goal 2. Develop fully integrated modal options. 

Objective 2.5

Plan for transit 

service to Ivanpah

Airport

Measure 2.5.1 Transit service to 

Ivanpah Airport is included in TIP 

consistent with planned Airport 

opening date.

This is a linkage necessary to 

connectivity within or among 

modes or to destinations.

Objective 2.6

Improve access to 

transit stops and 

other destinations

Measure 2.6.1 Proportion of 

alternate mode corridors that 

provide continuous access to 

transit and other regional 

destinations 

Measure 2.6.2 Number of 

subdivision walls with 

pedestrian/bicycle portals that 

allow access to transit and other 

nearby regional destinations

Measure 2.6.3 Number of transit 

routes that convey travelers from 

suburban residential and rural 

areas to urban transit stops.

This is a linkage necessary to 

connectivity within or among 

modes or to destinations.

This provides equipment and 

facilities necessary to 

accommodate bicycles on transit, 

at transit stations, at park and 

ride/pool facilities, and/or at 

places of employment.

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Objective Measures of Effectiveness

[Not Project Implementation]

Project Evaluation Criteria

[Mandatory]

Goal 3: Enhance the efficiency of existing transportation facilities

Objective 3.5

Maximizes 

effectiveness of HOV 

lanes

Measure 3.5.1 Maintenance of 

HOV lanes at LOS “C” or better at 

all times

[Measure 3.5.2 Policies for HOV 

lane management adopted and 

applied as conditions warrant, 

including tolling as enabled by 

State law]

[Measure 3.5.3 Policies for HOV 

lane management that recognize 

paratransit]

This freeway project is an HOV 

lane.

Project is a park and ride/pool 

facility or auxiliary lane in support 

of HOV lane

Objective 3.6

Supports arterial 

roadway 

improvements that 

increase capacity 

without adding lane 

miles

Measure 3.6.1 Carrying capacity 

of arterial roadways

Measure 3.6.2 Number of pull-out 

bus stops

Measure 3.6.3 Extent of Freeway 

Service Patrol coverage

Measure 3.6.4 Number of arterial 

corridor improvement plans that 

include efficiency improvements

This is an access management, 

bus pullout, ITS, incident 

management or other efficiency 

improvement project.

Objective 3.7

Adopts congestion 

mitigation plans as 

part of roadway 

construction 

contracts

Measure 3.7.1 Proportion of 

roadway construction projects that 

include congestion mitigation as 

an element of the construction 

plan

Measure 3.7.2 Proportion of 

congestion mitigation plans that 

involve alternate modes

[A congestion mitigation study has 

been completed for this SOV 

project and results are positive.]

Objective 3.8

Increase the use of 

project mitigation 

measures that 

reduce congestion

Measure 3.8.1 Increased project 

funding for park and ride/pool 

facilities

Measure 3.8.2 Increased project 

funding for HOV lanes

Measure 3.8.3 Increased use of 

auxiliary lanes

Freeway SOV lane project 

mitigation includes park and ride 

facilities, HOV and/or auxiliary 

lanes.

This SOV project is located on a 

highly congested roadway 

segment.

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44

Objective Measures of Effectiveness

[Not Project Implementation]

Project Evaluation Criteria

[Mandatory]

Goal 4. Improve access to mass transportation facilities and services.

Objective 4.3

Identifies barriers 

such as affordability 

and gaps in service

Measure 4.3.1 Specific programs 

and services designed to improve 

affordability for low-income 

residents

Measure 4.3.2 Specific 

programs and services designed 

to improve continuity of service

This is a transit service 

improvement or subsidy.

Goal 5. Secure funding for expansion, operations and maintenance of systems and 

routes.

Objective 5.5

Improve revenues 

from mass 

transportation

[Measure 5.5.1 Farebox recovery 

rate of at least 45 percent]

[Measure 5.5.2 Advertising 

revenues improve]

[Measure 5.5.3 Operating and 

maintenance costs reflect an 

efficient allocation of resources.]

Project benefit/cost relationship is 

favorable compared to other 

alternatives.

Objective 5.6

Explore other 

sources of revenue 

for construction, 

operation and 

maintenance of all 

types of facilities

[Measure 5.6.1 A variety of tolling 

strategies is defined and studied, 

if enabled.]

Measure 5.6.2 Tolling is included 

in HOV lane funding studies, if 

enabled.

There is private participation in 

funding for this project.

Project benefit/cost relationship is 

favorable compared to other 

alternatives.

Right-of-way sufficient to support 

planned improvements through 

project build out has been

acquired.

 Goal 6. Enhance public awareness and support of the regional transportation system.

Objective 6.3

Provide opportunities 

for disabled, minority 

and low-income 

persons to 

participate in the 

planning process

[Measure 6.3.1 Proportion of 

disabled, minority and low-income 

persons serving on citizen 

Committees]

Measure 6.3.2 Proportion of 

public participation materials that 

are available in more than one 

language

Measure 6.3.3 Proportion of 

participation venues that are 

accessible

Planning for this SOV project has 

included public participation, 

particularly in impacted areas and 

by minorities, the disabled, and 

the elderly.

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Objective Measures of Effectiveness

[Not Project Implementation]

Project Evaluation Criteria

[Mandatory]

Objective 6.4

Ensure all interested 

parties have an 

opportunity to 

participate

Measure 6.4.1 Contact 

information for all interested 

parties is maintained

Measure 6.4.2 Interested parties 

are notified of all appropriate 

participation opportunities

Measure 6.4.3 Number of 

participation opportunities in 

addition to required public 

hearings 

Measure 6.4.4 Number of 

participation opportunities offered 

as part of the agendas of public 

meetings held by other entities

There is public support for this 

SOV project as evidenced by 

resolution(s) of support from 

governing bodies in which the 

project is located.

[This SOV project is consistent 

with adopted local and regional 

transportation plans.]

Goal 7. Improve safety for all travelers.

Objective 7.3

Maintain roadways

[Measure 7.3.1 Develop pavement 

condition evaluation methodology]

[Measure 7.3.2 Reduce 

pavement cuts]

Give first priority to facilities 

maintenance per SAFETEA-LU.

Project includes alternate mode 

improvements.

Project improves safety

Objective 7.4

Maintain bicycle 

facilities

[Measure 7.4.1 Monitoring 

program that includes condition of 

bicycle facilities]

Measure 7.4.2 Funding allocated 

to maintenance and repair of 

bicycle facilities is sufficient to 

ensure user safety.

Measure 7.4.3 Reduce 

interruptions in sidewalk and 

roadway continuity

Give first priority to alternate mode 

maintenance and continuity.

Project improves safety for 

pedestrians and cyclists.

Goal 8. Improve security for all travelers.

Objective 8.3

Incorporates security 

features as 

appropriate

[Measure 8.3.1 Adopted security 

standards]

If appropriate, project incorporates 

security standards.

Goal 9. Support more efficient freight travel.

Objective 9.3

Recognize freight 

implications of 

improvements to 

public facilities 

Measure 9.3.3 Reduction in nongrade separated intersections with 

rail corridors

Roadway improvement project 

includes rail grade separations as 

appropriate.

Truck electrification facilities are 

included in other projects as 

appropriate.

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Appendix C 

Completion Schedule

E-101
47

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48

Appendix D

Freeway and Arterial System of Transportation

E-103
49

The Freeway and Arterial System of Transportation (FAST) collects and evaluates data 

related to freeway and signalized arterial performance. Freeway data is collected on I-15 

between I-215 and Lake Mead Blvd and I-515 between Charleston and I-15. Before the 

end of 2009, FAST will be collecting and evaluating data on US 95 between I-15 and 

Summerlin Parkway. Over the next two years freeway coverage is expected to extend 

north along US 95 and I-15 and south along I-515.

Arterial data is collected along arterials where FAST provides signal coordination. FAST

is responsible for the coordination of nearly 1,200 signals, and this covers major arterial 

corridors bounded by St. Rose Parkway and Blue Diamond Road to the south, Ft. Apache 

Road to the west, Elkhorn Road to the north, and Nellis Blvd. to the east. 

The following data is collected and evaluated by FAST. 

FREEWAYS FAST uses Intelligent Transportation Systems (ITS) software and 

hardware to collect travel time, speed and volume data on the freeways described above.

Two datasets are currently maintained:

 one that aggregates freeway travel times that are reported on freeway dynamic 

message signs, and

 the other that gathers speed, travel time, and volume data directly from freeway 

detectors.

The travel time-based data is currently more readily available with datasets available 

between September 2008 and the present. Processed data from the freeway detectors is 

available between May 2007 and October 2008. Raw detector data is available to the 

present; however, it hasn’t been processed.

The travel time-based data provides travel times for most days since September 2008 in 

15 minute intervals between 6 a.m. and 7 p.m. With operational changes in August 2009, 

the data is now available through 9 p.m. The data presents a detailed description of the 

extent and location of congestion. The data sets are being updated to include a listing of 

traffic incidents. The combination of travel time data and incidents allows for the 

calculation of recurring and nonrecurring measures. Additionally, the data is being 

reviewed in conjunction with roadway construction information to quantify the impacts 

of roadway construction on freeway performance and incidents. 

The travel time datasets are limited to a reporting of travel times for origin-destination 

pairs that are part of the FAST travel time program. This program provides extensive 

coverage of I-15 between I-215 at the south and US 95 (Spaghetti Bowl). As the travel 

time program expands, additional origin-destination pairs will be added. 

The freeway detector data reports volumes, travel times, and speeds for individual 1/3-

mile segments of the freeway. This allows for customized aggregation of data.

Additionally this data reports volumes which allows evaluators to create speed-flow 

diagrams that can be used to evaluate operational effectiveness of incident management 

and ramp metering and assess impacts of construction. The volume totals can be 

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disaggregated to report volume by vehicle length so that the impact of heavy vehicles on 

freeway performance can be evaluated. This data is also available for individual freeway 

lanes.

ARTERIALS

FAST maintains a list, updated monthly, that reports the communication and coordination 

status of all signalized intersections in the FAST database. 

To quantify signal coordination performance, FAST uses Global Positioning System 

(GPS) devices to collect and archive travel times on coordinated arterial corridors. Over 

1,000 travel runs are made each year. Travel runs are made at various times of the day, 

so that the effectiveness of signal coordination for peak and off-peak periods can be 

evaluated. Specific measures include average speed, delay, travel time, and number and 

location of stops. FAST synthesizes the travel time data with hourly count data provided 

by NDOT to further evaluate the benefits of signal coordination. 

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Appendix E 

RTC Project Identification and Prioritization Policies and 

Procedures – Local Projects -

E-106
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RTC Policies and Procedures relating to project identification and prioritization are as 

follows:

2.0 PROJECT DEVELOPMENT 

2.1 PROJECT LIST AND PRIORITY LIST 

The RTC shall keep a perpetual "Project List" of approved projects it has 

accepted under its authority. In addition, the RTC shall periodically review the 

project lists from the Regional Transportation Plan and Transportation 

Improvement Program pertaining to federally funded locally sponsored 

intermodal priorities. 

The RTC Executive Advisory Committee shall review at least annually the existing 

Priority List and prepare a recommendation of projects, if any, to be included in 

the new list. Prior to finalizing the recommended new priority list, the projects 

shall be submitted to the members of the RTC Utility Coordination Committee 

who shall review the proposed projects and scheduling for conflicts with other 

planned projects. The Utility Coordination Committee’s comments shall be 

forwarded to the Executive Advisory Committee for consideration. An updated 

cost estimate and project schedule shall also be prepared during the annual 

priority list review, which is to begin in October and be completed to coincide 

with the RTC Budgetary and Transportation Improvement Program processes. 

The following information is required at the time a project is submitted for 

inclusion into the Capital Improvement Program: 

1. Project Location 

2. Project Limits 

3. Project Description (a brief description outlining work to be completed, 

i.e., new construction or widening of existing facility, number of lanes 

added, landscaping improvements, signalization improvements, major 

drainage structures, interchanges/grade separations, etc.) 

4. Project phase (Preliminary Engineering, Right-of-Way Acquisition, 

Construction)

5. Approximate fiscal year start and completion 

6. Funding timeline 

DEFINITION FOR AREA-WIDE MAJOR PROJECT 

Area-wide Major Projects are hereby defined as those that have an existing 

annual average daily traffic (AADT) volume of at least 40,000 and a 10-year 

projected AADT volume of at least 60,000, or are part of I-15, US 95, I-515, 

Summerlin Parkway, Super Arterials and the Las Vegas Betway/I-215 including 

interchanges and grade separations on roadways with at least 100’ right-of-way, 

or as otherwise determined by the RTC Board. Area-wide significance for grade 

separations on roadway with less than 100’ right-of way will be determined on a 

case by case basis. The extent of grade separations and interchanges shall be 

limited to touchdown points based on AASHTO or other applicable standards.

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AREA-WIDE MAJOR PROJECTS PRIORITIZATION PROCESS

Following is the recommended process for prioritizing area-wide major projects.

Area-wide major projects be prioritized using a 2-step process. The first step 

screens proposed projects to determine the overall regional benefit in terms of air 

quality and congestion. The second step prioritizes the projects. Projects may be 

submitted for screening at any time throughout the year, but projects are screened 

and prioritized annually. The process is documented.

Step 1: Screen Proposed Projects 

Projects that meet the definition of an area-wide major project are screened to 

determine if they have an overall positive benefit on a regional basis. RTC staff 

does the initial screening based on the following pass/fail factors; projects that 

pass a majority of the factors proceed to Step 2.

1. Vehicle Miles Traveled (VMT) – The regional model output is used to compare 

the change in VMT when the project is added. Given the very large VMT (over 

27,000,000), a change of ±10,000 is considered significant for a single project. 

No significant change or a reduction in VMT is considered passing.

2. CO/NOX – The change in CO would be based on the regional model output by 

comparing the change in CO production when the project is added. No change or 

a reduction in CO would be considered passing.

3. Level of Service (LOS) in the Area of Potential Effect – The change in the level 

of service would be calculated with and without the project to determine the 

overall effect. LOS would be an indicator of conditions in an area, and would 

allow a wider range of measures, such as delay or volume/capacity. No change or 

an improvement in LOS would be considered passing.

4. 5-Year Forecast Volume/Capacity (V/C) – The V/C in the near-term (5-year) 

would be calculated with and without the project. No change or reduction in V/C 

on the affected facility would be considered passing. 

5. 10-Year Forecast V/C - The 10-year forecast V/C would be calculated with and 

without the project. No change or in V/C on the affected facility would be 

considered positive.

Speed or Travel Time– Speed and travel time are essentially the same. The speed 

would compare the difference between the free-flow speed and the congested 

speed in the 5-year horizon. A congested speed within 10% of the free-flow speed 

would be considered passing. Travel time would compare the difference between 

free-flow and congested travel times in the 5-year horizon. A congested travel 

time within 20% of the free-flow condition would be considered acceptable 

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54

PROJECT PRIORITIZATION OF QUESTION 10 HIGH SPEED LANE 

MILES

The following is intended to provide direction to the process of assigning 

prioritization points to proposed Question 10 (Q10) high speed lane mile projects. 

The information represents criteria agreed to at the 8/18/2004 Working Group 

meeting.

Q10 High Speed Lane Mile Criteria (Roadways 100’ wide or greater) 

1. Project Readiness Points Available 

Design/NEPA .30 x (50y1 25y2 10y3) 

Right-of-Way Acquisition .30 x (50y1 25y2 10y3) 

Construction .90 x (50y1 25y2 10y3) 

Application: Readiness refers to projects that can feasibly be advanced within the 

next 3-5 year period. The rating system scores proposed projects on the three 

distinct phases normally associated with project development. In the event Design 

and ROW are complete at the time of ranking (project actually ready for 

construction), the project will assigned the maximum points available for Design, 

ROW and Construction. Note that each category has a different weight used to 

multiply the appropriate year/point assignment identified within the parenthesis. 

2. Multiple Funding 15 Maximum Points 

Application: The concept is to reward projects that leverage non-Q10 high speed 

lane mile funds to maximize the availability of Q10 funds for other projects. The 

maximum points that can be assigned for this criterion are 15. The assignment is 

calculated as follows:

Non Q10 Dollars pledged to project x 15 = Points

Total Project Cost

3. Congestion / Demand Accommodation 100 Points 

Application: The maximum points available for this criterion are 100. The 

concept is to reward high speed lanes mile projects that directly assist in 

congestion mitigation. A v/c ratio of .75 or greater signifies that the project is 

suitable for Question 10 funds. When modeling a project, a change in projected 

volume typically reflects the geographic need for the proposed facility. This need 

is demonstrated by a growth in volume after the completion of the project. The 

criteria is as follows:

If the v/c ratio is greater than or equal to .75 OR projected volumes increase 

greater than 10%, 100 points are assigned to the project. 

4. High Speed Lane Mile Construction 15 Points per Mile 

Application: The concept is to reward projects that increase the supply of high 

speed lane miles. The group agreed to assign 15 points for each mile of roadway 

constructed within the project. The assignment does not account for multiple 

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lanes within the proposed project as was identified in previous scoring 

assessments.

5. Interchange 20 Points 

Application: The concept is to reward points to the construction of new 

interchanges since they facilitate rapid distribution of traffic. The group agreed 

that points should not be assigned to enhance existing interchange facilities. 

6. Grade Separation 10 Points 

Application: The group agreed to assign 10 points per construction of each new 

grade separation. Projects that include more than one grade separation can 

receive multiple point assignments for each additional grade separation within 

the proposed project.

7. Connectivity 5 Points 

Application: The idea is to reward points to projects that link high speed 

roadways and create travel connections where none existed prior. This 

connection can be at-grade or may be a grade separation. In the case of grade 

separation, the project would also be assigned the points from the Grade 

Separation criterion listed above.

8. Project Cost and Benefit 

The use of Benefit / Cost analyses will be applied to the range of projects which 

are eligible for Question 10 funding in the following manner:

Projects submitted for funding that are ready for construction shall only receive a 

funding recommendation upon completion of a benefit/cost (B/C) analysis 

performed prior to funding approval. The analysis must show a reduction in 

congestion as one of its measured benefits and demonstrate a B/C ratio of at least 

1.0.

Projects submitted for funding that are in the Study, Engineering/Design/NEPA, 

or Right-of-Way Acquisition phase will use the following B/C calculation: Project 

Cost ÷ Total Assigned Points = Cost per points, where “Total Assigned Points” 

represents the total points derived for the project using the first seven 

prioritization criteria. It is this score that embodies the relational benefits 

amongst eligible projects. Projects in this category exceeding $100,000 per point 

will be reviewed on a case-by-case basis to determine their eligibility for funding. 

DEFINITION OF AN ELIGIBLE QUESTION 10 HIGH SPEED LANE MILE 

PROJECT

In order for a project to be eligible for high speed lane mile funding, the roadway 

must be at least 100 feet wide, have a posted speed of 40 mph or greater and 

E-110
56

when complete, add high speed lane mile(s) to the regional travel network or 

facilitate a connection that links similarly defined roadways.

E-111
57

Appendix F 

Congestion Mitigation and Air Quality Improvement Program 

(CMAQ)

E-112
58

Information Booklet for Projects in FY 2010-2012 

E-113
59

Congestion Mitigation and Air Quality Improvement 

Program (CMAQ) – Project Eligibility 

Introduction

The CMAQ program supports two important goals for the federal Department of 

Transportation: improving air quality and relieving congestion. 

According to the recent Federal Highway Administration guidance on CMAQ, States 

and MPOs must give priority to two categories of funding. First, priority is for diesel 

retrofits, particularly where necessary to facilitate contract compliance, and other 

cost-effective emission reduction activities, taking into consideration air quality and 

health effects. Second, priority is to be given to cost-effective congestion mitigation 

activities that provide air quality benefits. 

Generally, the federal share for CMAQ projects is 80 percent, with a local match of 20 

percent. 

General Conditions for Project Eligibility

CMAQ funds may be used to establish new or expanded transportation projects or 

programs that reduce emissions, including capital investments in transportation 

infrastructure, congestion relief efforts, diesel engine retrofits, or other capital 

projects. 

CMAQ funds may be used for operating assistance, as long as it is limited to new 

transit services, intermodal facilities, and travel demand management strategies, as 

well as the incremental cost of expanding existing transit services. The intent is to 

help start up viable new transportation services that can demonstrate air quality 

benefits and eventually cover their costs as much as possible. 

CMAQ-invested projects or programs must reduce CO, ozone precursors, and PM 

emissions from transportation. These reductions must contribute to the area’s 

overall clean air strategy and can be demonstrated by the assessment that is 

required under federal guidance. 

Activities in support of eligible projects also may be appropriate for CMAQ 

investments. Studies that are part of the project development pipeline (e.g., 

preliminary engineering) under NEPA are eligible for CMAQ support, as are FTA’s 

Alternatives Analyses. General studies that fall outside specific project development 

do not qualify for CMAQ funding. 

E-114
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Eligible Projects and Programs

1. Congestion Reduction and Traffic Flow Improvements: 

a. Traditional traffic flow improvements, such as the construction of 

roundabouts, bottleneck eliminations, intersection improvements, and 

left-turn or other managed lanes, are eligible for CMAQ funding 

provided they demonstrate net emissions benefits. 

b. Intelligent Transportation Systems (ITS) projects, such as traffic 

synchronization (or signal interconnects), traffic management, and 

traveler information systems. 

2. Bicycle and Pedestrian Facilities and Programs: 

a. Constructing bicycle and pedestrian facilities (e.g., paths, bike racks, 

support facilities) that are not exclusively recreational and reduce 

vehicle trips 

b. Non-construction outreach related to safe bicycle use 

3. Travel Demand Management: 

a. Physical assets and services that provide real-time information on 

network performance and support better decision-making for travelers 

choosing modes, times, routes, and locations. Such projects can help 

ease congestion and reduce single-occupancy vehicle use. 

b. Examples: Traveler information services, shuttle services, guaranteed 

ride home programs, carpools and vanpools, traffic calming measures, 

telecommuting, and employer-based commuter choice programs. 

c. CMAQ funds may support capital expenses and up to three years of 

operating assistance to administer and manager new or expanded 

programs. 

4. Transit Improvements: 

a. Transit System Start-Ups; Transit Transfer Facilities; Transit Facility 

Improvements; and Transit Service (eligible only for the first three 

years) and Equipment 

5. Park-and-Ride Facilities 

6. Alternative Non-Transit Vehicles: 

a. CMAQ funds may be used to purchase publicly-owned alternative fuel 

vehicles, including passenger vehicles, refuse trucks, street cleaners, 

and others. Costs associated with converting fleets to run on 

alternative fuels are also eligible. 

7. Freight/Intermodal: 

a. Projects and programs targeting freight capital costs are eligible 

provided that air quality benefits can be demonstrated. 

b. These projects fall generally into two categories: primary efforts that 

target emissions directly or secondary projects that reduce net 

emissions. Successful primary project include new diesel engine 

technology or retrofits or vehicles or engines. Secondary projects 

reduce emissions through shifts in or additions to infrastructure. 

E-115
61

 Ineligible Projects and Programs

1. Transit Operations (other than the first three years): CMAQ funds may not 

replace existing funding sources for transit operations or increase the general 

subsidy of existing operations. 

2. Routine Maintenance: This includes rehabilitation projects and retiming 

existing signals and interconnects, as they only maintain existing levels of 

highway and transit service. 

3. Projects that add new capacity for single-occupancy vehicle lanes, unless 

construction is limited to high-occupancy vehicle lanes. 

4. Stand alone projects to purchase fuel. 

5. Project already obligated. 

E-116
62

Appendix G 

GLOSSARY

E-117
63

AADT – Average Annual Daily Traffic, normally expressed only in motorized vehicles 

using the roadway. 

Auxiliary Lane – An additional freeway lane between adjacent interchanges that 

improves the weaving conflicts between exiting and entering vehicles. The lane begins 

where an on-ramp enters the freeway and ends at the next off-ramp. 

Bottleneck – “Physical bottlenecks are locations where the physical capacity is restricted, 

with flows from upstream sections (with higher capacities) being funneled into them. 

This is roughly the same as a storm pipe that can carry only so much water — during 

floods the excess water just backs up behind it, much the same as traffic at bottleneck 

locations. However, the situation is even worse for traffic. Once traffic flow breaks down 

to stop-and-go conditions, capacity is actually reduced — fewer cars can get through the 

bottleneck because of the extra turbulence. Bottlenecks can be very specific chokepoints 

in the system, such as a poorly functioning freeway-to-freeway interchange, or an entire 

highway corridor where a system of bottlenecks exists, such as a closely spaced series of 

interchanges with local streets.”

FHWA, Traffic Congestion and Reliability: Linking Solutions to Problems, July 19, 2004 

High Employment Ratio – More jobs than could be expected to be filled by nearby 

residents. The median ratio of employment to dwelling units in Clark County is 1.10. A 

balanced employment/housing ratio is defined as 10 percent of the Traffic Analysis 

Zones (TAZs) above and below the median for a total of 20 percent of the TAZs about 

the median. 

Level of Service (LOS) – The measure can be the relationship between roadway capacity 

and the volume of traffic it carries. The scale represents the relative ease of traffic flow 

on a scale of A to F, with free-flow being rated LOS A and congested conditions rated as 

LOS F. On a freeway, LOS F is “stop and go” or worse. On a street, LOS F is gridlock.

Signalized intersections are evaluated on the basis of how long vehicles must wait. 

MVMT – Million Vehicle Miles Traveled. 

NEPA Compliance Criterion – NEPA requires that each project be reviewed to 

determine its direct, cumulative and indirect impacts on the natural, cultural, and social 

environments. Topics addressed for SOV projects normally include:

 Air Quality

 Water Quality 

 Community - Social Issues - Environmental Justice 

 Land Use 

 Public Lands 

 Hazardous Materials and Solid Waste

 Historic - Archeological - Cultural Environment 

 Natural Environment including Threatened and Endangered Species 

 Noise and Vibration 

E-118
64

 Wetlands and Waters of the US 

 Floodplains

 Energy Usage 

 Visual Resources 

 Public Safety 

 Construction Impacts 

The study necessary to bring the project to the application stage will allow identification 

of any fairly obvious environmental impacts that cannot be mitigated. An example might 

be that the route is planned to traverse a Wilderness area. Since Wilderness areas are, by 

definition, roadless, this would be an impact that could not be addressed, except by 

moving the facility outside of the area and then it would be a different project with 

different impacts. Prior to environmental justice considerations, freeways were often 

planned through poor communities, because the land was less expensive. Now this 

would be a negative impact that could not be remedied without realigning the roadway. 

Another example might be the widening of an arterial roadway through an historic 

neighborhood and requiring demolition of several houses listed on the National Register.

Upgrading a collector street into a principal arterial roadway without a foreseeable 

amendment to the Regional Transportation Plan might be another. 

Safety Improvement - improvements at locations with known and potential hazards 

and/or crash problems. Examples include: 

 Highway-rail crossing grade separations, crossbars, lights 

 Intersection improvements 

 Pavement and shoulder widening 

 Guardrail and barrier improvements 

 Breakaway utility poles and sign supports

 Pavement grooving and skid-resistant overlays 

 Shoulder rumble strips 

 Minor structural replacements or modifications 

 Signing and pavement markings particularly at ped/bike crossings and in school 

zones

 Measures to reduce wildlife collisions 

Traffic Analysis Zone (TAZ) – A special geographic area delineated by state and or 

local transportation agencies for tabulating traffic-related data. A TAZ usually consists of 

one or more Census blocks, block groups, or tracts. 

Transportation Demand Management (TDM) – Programs intended to reduce the 

number of trips rather than to increase the capacity of transportation facilities. Programs 

include transit, car and van pooling, flexible work schedules and staggered work shifts. 

E-119
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E-131
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6 2

6

6 2

5 2

622

5

7

2

6

62 7

6 6

62 2

62 62

See Central Las Vegas

See Central Las Vegas

Las Vegas

Urbanized Area

MILES

0 1 0.5 Sheet B-3

Clark (003)

E-132
612

612

147

582

574

589

159

CAREY

CAREY

LAKE

MEAD

WASHINGTON

CHARLESTON

SAHARA

WYOMING

DESERT AVE INN

DR VEGAS

VALLEY

ALTO

CHEYENNE

ALTO

STEWART

BONANZA

OWENS

LAMB

NELLIS

SLOAN

CHRISTY

FOGG

LOS FELIZ ST

LOS FELIZ ST

BLVD

LN

ST

BLVD

BLVD

LN

HOLLYWOOD

CABANA

BLVD

AVE

AVE

AVE

AVE

RD

AVE

AVE

AVE

AVE

AVE

AVE

BLVD

7 6

678

5

2

677

5 6

8

2

72

676

86

758

27

7

8

5 6

5

68

2

2 2

87

8

85

58

28

2265

675

672

22

52

557

5

2 7

272

56

6

2 8

2 7

Las Vegas

Urbanized Area

MILES

0 1 0.5 Sheet B-4

Clark (003)

E-133
215

215

RD

RD

RD

TWAIN AVE

PEACE

TROPICANA

HACIENDA

RUSSELL

PATRICK

SUNSET

MAULE

BADURA

WARM SPRINGS

ROBINDALE

WINDMILL

AVE

AVE

AVE

WAY

RD

RD

LN

RD

AVE

RD

LN

SPRING MOUNTAIN

DESERT INN

TOWN

DR

HUALAPAI

GRAND CANYON DR

FORT APACHE RD

RD

DURANGO DR DURANGO

CIMARRON

CIMARRON RD

WAY

WAY EL CAPITAN

DR

225

2 62 2 6

2 6

225

2257

2222 22 7

2 65

22 8 22 5

276

2 7

2 6

5

87

8

22

2 2 2

RED ROCK RANCH RD

FLAMINGO

CENTER

Las Vegas

Urbanized Area

MILES

0 1 0.5 Sheet C-1

Clark (003)

E-134
FRCL51

FRCL25

15

15

595

594

160

592

215

215

596

INDUSTRIAL

 RD

BUFFALO

BUFFALO

TENAYA TENAYA TENAYA

RAINBOW RAINBOW

TORREY TORREY

JONES JONES

LINDELL

LINDELL

DECATUR

ARVILLE

ARVILLE ST

VALLEY

VALLEY VIEW BLVD

WYNN RD

VIEW BLVD

TWAIN

FLAMINGO

TENAYA WAY

WAY

WAY

BLVD

BLVD

DR

DR

BLVD

BLVD

DEAN

MARTIN DR

RD RD

BLVD

ST

PEACE

WAY

SPRING

VALLEY

PKWY

TROPICANA

HACIENDA

RUSSELL

PATRICK

SUNSET

SUNSET

BADURA

WARM

SPRINGS

ROBINDALE

ROBINDALE

WINDMILL

WINDMILL

WARM SPRINGS

SPRING MOUNTAIN RD

AVE

AVE

RD

AVE

AVE

AVE

HARMON

RD

RD

RD

RD RD

LN LN

RD

RD

LN

DESERT

INN RD

DR DR

58

55

2

2

22 8

2 7

57

5 6

5 7

682

22

2 52

5

2

68

52

5

5

62

2256

2 22

67

6 6

2 68

5

2

575

2

2 67

5

7

5

5

57

57

86

5 7

22 8

5 8

6

2 7

75

85

2

2

6

27

22 6 7 2

226

6

2 2

2275

2

52

6 2

2 6

2 2

58 26

22 7

2268

Las Vegas

Urbanized Area

MILES

0 1 0.5 Sheet C-2

Clark (003)

E-135
FRCL51

FRCL47

FRCL46

594

160

592

515

215

593

604

562

593

171

INDUSTRIAL

RD

BLVD

LAS VEGAS

DESERT INN AVE

262

576

2 6

266

6

2

267

5 8

628

2 6

2225

68

27

6

268

6

7

772

5

57

7

26

26

775

77 6

8 7

577

8 5

77

2 5

26

766

6 5

7

586 587

6 76 6

7

76

76

6

6

62

7

72 7

5 5

8

762

2 8 526 527

227 2

22 5

7

8

2 7 2 72 2266

5

2

26

255

868

6 8 2

2

887

6 6

8

656

58

655

6

657

77 62

585

6

6

6 7

578

6

SANDS

AVE

HARMON AVE

PECOS

RD

MCLEOD

PECOS RD

SANDHILL

DR

RD

LN

RUSSELL

HACIENDA

HARMON

SANTA ANITA DR

PATRICK

AVE

ROBINDALE

SWENSON

SWENSON

KOVAL

ST

GILES

LN

ST

GILESPIE

BERMUDA

LN

WINDMILL

PARADISE

RD

LN

WARM SPRINGS RD

FLAMINGO

RD

AVE

INT

POLLOCK

DR

ST

AIRPORT

CONNECTOR

PKWY

MARYLAND

SPENCER

EASTERN

AVE

EASTERN

MOJAVE RD

TWAIN AVE

SPENCER ST

RD

PARADISE

ST

RD

RD

SPRINGS RD WARM

AVE

TWAIN TWAIN

AVE AVE SPENCER ST

BLVD

PKWY

AVE

RD

MARYLAND

TROPICANA

RENO AVE

MANDALAY

BAY RD

PECOS MCLEOD

Las Vegas

Urbanized Area

MILES

0 1 0.5 Sheet C-3

Clark (003)

E-136
ROBINDALE

WINDMILL

WARM

HILL DR

VIEW

BURNS R D

MARKS ST

FRCL51

FRCL52

612

592

582

582

93

95

515

93

95

515

562

593

NELLIS

BLVD

HOLLYWOOD

22

65

22 6

7

75

66

22

225 25

685

588

582

52

258

8

222

58

668

58

67

67

7

27

5

5

25

25

55

522

8 2 62

2 6

7

67

52

2 77

5 2

52

2 88 22

2226

2 7

2

2 7

2

5 5

8 867

2 5

2 82

2 67

LN

PATRICK

RD

LN

RD

DR

AUTO

SHOW

SPRINGS

TWAIN TWAIN AVE AVE

AVE AVE

RD

DR

RANCH

DR

TROPICANA

HACIENDA

AVE

AVE

RD

GALLERIA

GALLERIA

DR

VISTA

ST

MOUNTAIN

SUNSET

HARMON

DR

EASTGATE

RD

BROADBENT

RD

AMERICAN

KELSO AVE DUNES

PACIFIC DR

CABANA DR

BLVD

BOULDER

HIGHWAY

FLAMINGO

RD

JIMMY

INDIOS

AVE

RUSSELL

STEPHANIE

ST

SUNSET

PKWY GREEN

VERDE

GRANDE

STEPHANIE

GIBSON

RD

BLVD

ST

VALLE

ARROYO

VALLEY

DURANTE

BLVD

W

BLVD 

HITNEY

PATRICK LN

SANTIAGO

LN

DR

RD

TRAIL CANYON

WINDMILL

Las Vegas

Urbanized Area

MILES

0 1 0.5 Sheet C-4

Clark (003)

E-137
582

564

564

76

6

2

2 5 2

7

5

2 76

6

2

87

88

7

8

5

7

7

72

RD

RD

SUNSET

HIGHWAY

BOULDER

ST

RD

EMDEN

PABCO RD

DR PUEBLO

ASHFORD

KOLA

ST

DRAKE

ST

BLVD

WY

CLOUDCREST

LAKE

MEAD

PKWY

DR

DR

RACETRACK

WATER

ST

ATHENS

GENEVA AVE

SPRINGS

RD

AVE

GALLERIA

LAKE

LAS

VEGAS

PKWY

OLIVIA

PKWY

BLVD

WARM

SPRINGS

WARM

OLSEN ST

ITHACA AVE

BURKHOLDER

PALO VERDE

Las Vegas

Urbanized Area

MILES

0 1 0.5 Sheet C-5

Clark (003)

E-138
15

15

160

160

PAHRUMP

VALLEY

RD

88

2

2 5

2 2262

68 77

5

22

2 82

2 8 22 2

2 5

22 5

BUFFALO

MARTIN DEAN

RAINBOW

CACTUS

DECATUR

AVE

WIGWAM

BLVD

RD

TENAYA TENAYA

BUFFALO

WAY WAY

HIGHLANDS

PKWY

SOUTHERN

PYLE

SILVERADO RANCH

AVE

RD

AVE

BLVD

DR

DR

DR DR

PINES

PINES

TORREY

TORREY

JONES

STARR HILLS AVE

PKWY

MOUNTAINS EDGE

ERIE

STARR

GOMER RD

LINDELL RD

DR

ST

PEBBLE

PEBBLE

BLVD

BLVD

BLVD

BLVD

JONES

SERENE AVE SERENE

AVE

AVE

ARVILLE ST ARVILLE ST

VALLEY VIEW

WIGWAM

AVE

AVE

AVE

CACTUS

Las Vegas

Urbanized Area

MILES

0 1 0.5 Sheet D-2

Clark (003)

E-139
HORIZON

RIDGE PKWY

146

146

215

2 2

5

2 27

22 7

2 7 2

8

2

2

2 6

2228

22

8

2 2

2 75

2 5 22

5 5 2 5

22 7

777

22

5 8

2 8

2 5 2227

222

2

56

2 57

2 5

2 72

2

2 52

LAS VEGAS VEGAS

ST

RD

DR

PKWY

AVE

PECOS RD DR

GILESPIE

BERMUDA

VOLUNTEER BLVD

PKWY

WIGWAM

SUN CITY ANTHEM DR

AVE

DALE

SUNRIDGE

EXECUTIVE AIRPORT DR

BARBARA

SAINT

ROSE

PKWY

CORONADO CENTER

SEVEN HILLS DR

PYLE

CACTUS

ERIE

STARR

AVE

AVE

AVE

AVE

AVE

AVE

LN

PKWW

ANTHEM

BLVD

BLVD

RD

WIGWAM

PEBBLE

SERENE

SILVERADO SILVERADO

MARYLANDSPENCER

EASTERN

EASTERN AVE

POLLOCK

PKWY

HEIGHTS

PASEO VERDE PKWY

SUN CITY ANTHEM DR

Las Vegas

Urbanized Area

MILES

0 1 0.5 Sheet D-3

Clark (003)

E-140
FIESTA H ENDERSON 564

93

95

515 215

2 5

525

2 78

2 5

5

2

26

2

2 58

8

22

6

22 2

22 2

6

2

2

RIDGE

HORIZON

PKWY

VALLEY GREEN

VERDE

DR MESA

DR

VALLE

ST

PKWY

VERDE

BLVD

PASEO

RD

STEPHANIE

GIBSON

WIGWAM

PKWY

BLVD

PKWY

HIGH

AR R OYO GRANDE

Las Vegas

Urbanized Area

MILES

0 1 0.5 Sheet D-4

Clark (003)

E-141
BASIC

ATLANTIC

582

93

93

95

95

515

2

88 886

8

7

2 26

7

2 68 7

8

8

77

76

75

6

82

8 5

6

5

5

2 8

7 5

2 7

8

2

8

68 7

BOULDER

HIGHWAY

HORIZON

RD NEWPORT

HEATHER DR

DR

PACIFIC

AVE

DR MISSION

RACETRACK RD

EQUESTRIAN DR

RD

DR

RD APPALOOSA

FOOTHILLS

MAGIC WAY

BLVD PUEBLO

PALO VERDE DR

HILLS DR PARADISE

PKWY

HORIZON

RIDGE

DR

WAGONWHEEL DR

MAJOR AVE

COLLEGE

ARROWHEAD TR

GREENWAY

RD

VAN WAGENEN ST

Las Vegas

Urbanized Area

MILES

0 1 0.5 Sheet D-5

Clark (003)

E-142
159

582

602

579

578

15

15

93

93

95

515

0.5

MILES

0 0.25

5 7

6

6

6

7

2272

2 2

6

2 6

2

2

2 6 8

528

2

6 6

5 8

2 8

5

5 2

2 28

5 7

627

5 7

5

2

626

52

5

2 6

625

5

288

2 8

5

2 7

2

8

6 7

2 8

2277

2

8

ST

MAIN

CASINO

3RD

MAIN

MAIN

ST

ST

4TH

LAS

H

D

D

ST

STEWART

AVE

BRIDGER

AVE

OGDEN

AVE

CLARK

AVE

CARSON

BLVD

F ST

RD

BONANZA

CENTER

VEGAS

AVE

PKWY

PKWY

MARYLAND

MARYLAND

GRAND

CENTRAL

PKWY

WASHINGTON

CHARLESTON

ST

ST

AVE

AVE

BLVD

AVE

GASS

BONNEVILLE

13TH

DISCOVERY

DR

RUE 13

BRUCE

ST

ST

FREMONT

RUE 13

ST

ST

6TH

Central Las Vegas

Clark (003)

E-143
161

160

146

FRCL61

FRCL02

2

5

6

6

26

2 2 27

25

6

28 2 6

62 65

6

8 2

2

2 72

5

CALIFORNIA NEVADA

LAS VEGAS BLVD

SOUTHERN H GI HLANDS PKWY

LAS

HINSON ST SLOAN RD

VEGAS BLVD

LAS

SAINT

ROSE

PKWY

BLVD VEGAS

DEAN

MARTIN DR

DR MARTIN

PAHRUMP

VALLEY

RD

DEAN

SILVERADO

RANCH

BLVD

RD

PRIMM

8

728

! 5

!

!

5 6

!

Primm 1 Jean 12 Sloan 25

St. Rose Pkwy 27 Silverado Ranch 31 Blue Diamond 33

Clark (003)

!

!

!

!

7

5

Interstate Interchanges and Rest Areas 15

E-144
562

594

593

594

589

FRCL25

FRCL46

FRCL47

215

FRCL51

FRCL26

5 2

7

6 5

5

52

6

57

55

2

62

6 67 65

6

66

7 2

22

8

7 52

8

75

77 6

7

2 7 7

72

INDUSTRIAL

LAS VEGAS BLVD RD

SPRING

WILBER

HIGHLAND DR

DESERT

INN

CLARK DI RD

RD

TWAIN

AVE

MOUNTAIN RD

T

R

O

P

I

C

A

N

A

FRANK S NI ATRA DR FRANK S NI ATRA DR

VALLEY

LAS

VIEW BLVD

AVE VEGAS BLVD

DR

DR DEAN DEAN

RD

RUSSELL

MARTIN

MARTIN

DEAN

LAS VEGAS

SUNSET

POST RD

RD

VALLEY

GILESPIE ST

VIEW

BLVD

BLVD DR SPRINGS WARM MARTIN DR

LAS VEGAS BLVD

DEAN

DR

RD FLAMINGO

MART NI

FRANK DR SINATRA

ALDEBARAN AVE

HIGHLAND

DR

WESTERN

RANCHO

DR

HIGHLAND

DR

INDUSTRIAL

RD

AVE

SAHARA

AVE

8

Clark (003)

I-215 (Beltway) 34 Russell Rd 36 Tropicana Ave 37

Flamingo Rd 38 Spring Mtn Rd 39 Sahara Ave 40

See Enlarged Map

Interstate Interchanges and Rest Areas 15

E-145
159

579

578

579

147

574

573

573

FRCL06

FRCL38

FRCL40

FRCL41

FRCL54

95

95

93

515

85 7

88

8

2

2

2

2

7

CHARLESTON BLVD MARTIN LUTHER

HASTINGS AVE DESERT DESERT LN LN

BLVD

BONANZA

BONANZA MCWILLIAMS

D

H ST

MAIN

ST

ST

WASHINGTON

WASHINGTON

AVE

AVE

AVE

RD RD

DR

KING

J ST

F ST

F ST

H ST

LUTHER

DISCOVERY

MARTIN

GRAND CENTRAL

BONNEVILLE PKWY

F ST

AVE

AVE

GRAND

CENTRAL

WESTERN AVE

PKWY

KING BLVD

5TH

LOSEE

LAKE CHEYENNE

CRAIG

FREHNER LONE MOUNTAIN

DONOVAN

WAY

PECOS

RD

RD

RD

RD

AVE

MEAD

COMMERCE

ST

BLVD

RD

LOSEE

BROOKS AVE

CIVIC

CENTER

DR

RD

ST

OGDEN

88 2

25

!

87

!

2

82

8

8

8 2

7

!

78

!

8

Clark (003)

Charleston Blvd 41

Downtown

Expressway 42 D & Washington 43-44

Lake Mead Blvd 45 Cheyenne Ave 46 Craig Rd 48

See Enlarged Map

Interstate Interchanges and Rest Areas 15

E-146
610

604

FRCL59

FRCL07

FRCL07

FRCL17

FRCL08

93

5

2 5

5

8

8

5

2

LAMB

LAS

VEGAS

BLVD

BLVD

RANGE EL CAMPO

GRANDE

AVE

BLVD BLVD

HOLLYWOOD

HOLLYWOOD

SPEEDWAY

BLVD

BLVD

2

2 2

2

22

5 7

2

2

27

25

7

5

5 5

6 8

2

7 7

2

215

L

L

AV

F

O

Y

E

F

RI E

D

R

Clark (003)

Lamb Blvd 50 CL-215 Interchange

Speedway 54

Hollywood Blvd

Apex 58 US 93 64 Valley of Fire 75

Interstate Interchanges and Rest Areas 15

E-147
168

168

169

FRCL11

FRCL09

FRCL18

FRCL10

FRCL18

7

8 8

7

72

68

66

6 6

72

56

57

6

8 7

6 5

8

86

5

5

5

5

2 8 5 8 6

8

LEWIS RD

Clark (003)

Logandale

Overton 93

Ute 80 Byron 84 Hidden Valley 88

Moapa 90 Glendale 91

Interstate Interchanges and Rest Areas 15

E-148
170

FRCL02

FRCL02

FRCL50

FRCL49

FRCL12 FRCL13

FRCL14

!

82

85

86

8

78

8

85

6

5

7

6

2

7

8 87

2

8 8

76

8

75

FALCON RIDGE

PKWY

PIONEER

SANDHILL

OASIS PIONEER

BLVD

BLVD

BLVD

HILLSIDE

DR

BLVD

BLVD

MESQUITE

NEVADA

ARIZONA

Clark (003)

West Mesa

Rest Area

Riverside

Bunkerville 112

Carp-Elgin 100 East Mesa 109

West Mesquite 120 East Mesquite 122

Interstate Interchanges and Rest Areas 15

E-149
15

15

95

93

93

95

515

7

5

5

8

6

2

66

MARTIN

DISCOVERY

DR

PKWY OGDEN AVE

CENTRAL

F ST

GRAND

KING

BONANZA

RD

BLVD

FR0048

FR0054

579

I-15/US-95 Interchange

“Spaghetti Bowl”

100 0 200 400 600 800 Feet

Clark (003)

E-150
15

215

215

215

62

8

2

6

56

22

2 2

2

28

55

2

87

MARTIN

DR

DEAN

BLVD VIEW VALLEY

BLVD

LAS VEGAS

WARM SPRINGS RD

I-15/I-215

Interchange

0 500 250 1,000 Feet

Clark (003)

E-151
!

!

78

562

562

571

FRCL25

FRCL46

FRCL46

FRCL47

FRCL47

15

DEAN

VEGAS LAS

RD SUNSET

SUNSET

WARM SPRINGS

BERMUDA

RD PARADISE

RD RD BERMUDA RD RD

WARM

WINDMILL

AVE

EASTERN

LN

ROBINDALE RD

SPRINGS

RD

VALLEY

GILESPIE

ST

VIEW

BLVD

BLVD

SPRINGS

MARYLAND

PEBBLE RD

AVE SERENE

SPENCER ST

PKWY

DR WARM

MARTIN

DR

8

7

6 7

26

8

5

727 2

887

2 7

8

86

7 82

25

!

!

!

! ! 52

5 2

DECATUR BADURA AVE

WAY

WAY

CAMERON ST SUNSET

RAPHAEL RIVERA

ROY HORN

RD

BLVD

5 5 5

8

7 6 7

PARADISE

RD

PAR

DA

SI E

MARYLAND

!

5

Sunset Rd/

McCarran Airport I-215 / I-15 Interchange

215 Interstate Interchanges

Decatur

Eastern Ave Windmill Ln Warm Springs Rd

See Enlarged Map

Clark (003)

E-152
ARROYO GRANDE BLVD

AMERICAN PACIF CI DR

!

!

146

564

515

95

93

PECOS PKWY ST ROSEGREEN VERDE

GIBSON GLENDIVE

ST

RD

VALLE

DR

PKWY

VALLEY

RD

PEBBLE RD

PASEO

LAS

PACIFIC

DR

ENTRADA AVE

PALMAS PASEO

STEPHANIE

ST

PASEO

VERDE

VERDE

VERDE

WIGWAM PKWY

PKWY

PKWY

PKWY

AVE SERENE

2

2 7

7 65

27 8

5

2 8

8 2

2 6

86

75

5 7

86

8

2 6

26

258

6

26

25

PA SEO

VERDE

PKWY

AMERICAN

VEINTO DEL

MONTAGNA AVE

LAKE MEAD

PKWY

2 6

! !

!

!

! !

Green Valley Pkwy Pecos Rd

Stephanie St Gibson Rd

Valle Verde Dr

See Enlarged Map

I-215 Interchange

Henderson

Clark (003) 215 Interstate Interchanges

E-153
93

95

515

93

95

515

215

564

8

8

25

8 2

8 5

26

8

7

2 6

EASTGATE

RD

BLVD

FIESTA HENDERSON

WIGWAM

PKWY

BUSINESS CENTER VIENTO DEL MONTAGNA AVE

LAKE MEAD PKWY

LA LAGUNA ST

MONTAGNA MIRAGE ST

VALLEJO VERDE ST

VISTA DEL MAR ST

CASA DEL FUEGO ST

LAS ENTRADA PALMAS PKWY

I-215/Henderson Interchange

100 0 200 400 600 800 Feet

Clark (003)

E-154
582

564

215

93

95

BOULDER

HWY

NEVADA

AVE

EDUARDO

AVE

PACIFICA DR

PKWY

RIDGE

HORIZON

HORIZON

WAY

CONESTOGA

FIESTA HENDERSON BLVD EASTGATE DR

RD

GIBSON

DR

AUTO AMERICAN PACIFIC DR

SHOW

SAN

STATE DR

WAGON WHEEL DR APPALOOSA RD

DR

HEATHER

WOODS

ANN

PATTI

COLLEGE DR

DR

MISSION

DR

6 5 6 6

6 8 6 88

2 5 88

882

885

88

88

6

5

2 8

2

8 6

22

2

8

8 8

8 7

95 US Interchanges

Railroad Pass 56 Wagon Wheel St 57 College Dr 58

Horizon Dr 59 Henderson Pkwy 61 Autoshow Dr 62

Clark (003)

See Enlarged Map E-155
PECOS ST

593

592

582

159

ANNIE OAKLEY DR

SUNSET

RUSSELL

PATRICK

LN

TROPICANA

FLAMINGO

CHARLESTON

ST OLIVE

BLVD

VIKING

RD

RD

RENO

AVE

HARMON ST

NEWTON

EL PASTOR

MOUNTAIN VISTA ST

LN

DR

AVE

RD

GIBSON

STEPHANIE

ST

MARKS

ST

RD

GALLERIA

RD

DR

FRCL63

FRCL52

SANDHILL

BOULDER

VEGAS VALLEY

LAMB

LAMB

BLVD

BLVD

RD

KAREN AVE

DR

HWY

RONALD

HONOLULU ST

SANDHILL RD

LN

826

828 82

827

22

82

822 82

82

8 7

8

8 8

8 7

8 5

8

7 8

8 5

8

8 6

8 8

7 8

77

7

8 2

8 8 8 8

8 8

Clark (003)

Russell Rd 65 Tropicana Ave 67

Flamingo Rd 68 Charleston Blvd 71

Boulder Hwy/

Valley Rd 69

Sunset Rd/

Galleria Dr 63

95 US Interchanges

E-156
VETERA

S N

MEMOR AI L

R

D

579

579

602

599

579

582

FRCL53

FRCL55

FRCL56

FRCL54

BONANZA

BONANZA

TWIN LAKES DR PIONEER ST VALLEY

DECATUR

BLVD

VIEW

BLVD

RD

MESQUITE

RD

AVE

MEADOWS

NEBRASKA AVE

AVE KANSAS

LN

NORLEN ST

STEWART

OGDEN CASINO CENTER

BLVD

MAIN

4TH

LAS

VEGAS

BLVD

ST

ST

FREMONT

DISCOVERY

DR

CENTRAL

GRAND

PKWY

AVE

ST

AVE

RD

STEWART

BONANZA

BONANZA

MARTIN LUTHER KING BLVD

F

ST

RD

CEDAR

EASTERN

RANCHO

DR

26TH

AVE

ST

AVE

AVE

8

6

28

6

7

7 2

7

7 7

787

788

78

785

786

78

78 78

782

78

2

7

6

6

52

5

5

2

222

22

Clark (003)

Eastern Ave 73

Las Vegas Blvd 74A &Casino Center 74B

Rancho Dr 77 Decatur Blvd 79 Valley View Blvd 78

See Enlarged Map

Downtown

Expressway 76 A & B

95 US Interchanges

E-157
596

574 573

595

JONES

AVE

AVE

AVE

CALRICE

ELTON

UPLAND

GARWOOD AVE HARGROVE AVE

BROMLEY

RAINBOW

ROCK

TENAYA

TENAYA

TENAYA

RD

RAINBOW

RAINBOW RAINBOW

CRAIG

CHARLESTON

AVE

MEAD LAKE BLVD WAY SPRINGS DR BLVD WASHINGTON WESTCLIFF DR AVE TENAYA AVE BLVD AVE BLVD

WALLACE DR WALLACE DR FRCL57

BLVD BLVD

WAY

WAY

HOBART AVE

7 7 7 8

7

7

7

7 8

8

2

7 6

7 2

22

7 5

87

872 87

87 876

878 877

875

7

Clark (003)

Jones Blvd 80

US 95 Expressway

Rainbow Blvd 81

Cheyenne Ave 83 Craig Rd 85

Lake Mead Blvd 82

See Enlarged Map

95 US Interchanges

E-158
CENTE N NIAL CENTER

BLVD

215

215

599

ANN

RD

FRCL22

FRCL23

FRCL24

FRCL22

FRCL23

FRCL24

FRCL23 FRCL39

RAINBOW

DR

FARM

TEE

NORTH GRAND

HORSE

OSO

FT APACHE

BLANCA RD

RD

RD

DR

DR

CANYON DR

PEE

LN

BRENT

SKY POINTE DR

RD

IRON MOUNTAIN

LN

ELKHORN RD

PAIUTE

WAY

RD

TULE SPRINGS RD

NORMAN ROCKWELL LN

DR

DURANGO

RD

FARM

SKY

BLVD

WAY

RANCHO

MIRAGE PAINTED

VISTA BONITA DR DR

FOREST

OAKS

DR

RD

DR

PO NI TE

PAINTED

DAWN

DR

SPRINGS

CENTENNIAL

CENTER

BLVD

POINTE

DR

SKY

WAY

DEER

FUB AF OL

T ENAYA

FT APACHE

SROH E

8

8

6 72

77

72

7

8

7

5 2 2 5 2

2

67

2 2

255 2 7 7 7

7

2

5 6

2

768

Clark (003)

Rancho Dr &

Ann Rd 90 A & B

Durango Dr 93 Snow Mountain 95 Horse Dr 95

95 US Interchanges

Centennial Pkwy

E-159
95

95

722

856

855

857

858

85

865

85

86

TRADING POST

WESTCLIFF

SUMMERLIN

PKWY

WASHINGTON AVE

ALAMOSA WY

CODY

ROCK

RAINBOW

SPRINGS

PAGOSA WY

BLVD

TENAYA

WY

DR

PASS

LN

DR

US-95 Expressway

Rainbow Interchange

100 0 200 400 600 800 Feet

Clark (003)

E-160
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

00300010030002003000300300040030005003000600300070030009003001100300130030014003001500300160030017003001800300190030020003002200300230030025003002600300270030028

IR15, S/B off-ramp of the Primm Intch 'Exit 1'IR15, S/B on-ramp of the Primm Intch 'Exit 1'IR15, S/B off-ramp of the I-215 Intch to Las Vegas BlLost City Museum Rd, 75ft W of SR-169 (Moapa Valley Rd)IR15, N/B off-ramp of the Primm Intch 'Exit 1'IR15, N/B on-ramp of the Primm Intch 'Exit 1'SR562, Sunset Rd, .2 mi W of Pecos RdIR15, N/B off-ramp of the Jean Intch 'Exit 12'Las Vegas Bl, Las Vegas Bl, .2 mi N of SR-161IR15, N/B on-ramp of the Jean Intch 'Exit 12'IR15, S/B off-ramp of the Jean Intch 'Exit 12'SR161, Goodsprings Rd, 1 mi W of the S/B off-ramps of the Jean Intch 'Exit 12'IR15, S/B on-ramp of the Jean Intch 'Exit 12'SR161, Goodsprings Rd, .1 mi W of Jean St in Good SpringsUS95, S/B Fly-over of the Rancho/Ann Intch 'Exit 90A/B'from Ann Rd to Rancho RdDurango Dr, .25 mi N of Cheyenne AvIR15, N/B off-ramp of the Sloan Intch 'Exit 25'Iron Mountain Rd, Between Homestead Rd & Durango DrSR739, Sloan Rd, 50ft W of SR-604 (Las Vegas Bl)IR15, S/B off-ramp of the Sloan Intch 'Exit 25'IR15, S/B on-ramp of the Sloan Intch 'Exit 25'IR15, N/B on-ramp of the Sloan Intch 'Exit 25'IR15, N/B off-ramp of the Saint Rose Pk Intch 'Exit 27'

 7,150  5,400  3,450 

 110*

 5,000  6,750 

 28,500 

 1,750  1,400  2,450  3,050  2,150  2,300 

 290 

 6,250 

 20,800*

 410 

 1,700 

 940  230 

 1,350  1,900 

 8,600*

 5,150  3,400 

 310 

 5,050  6,750 

 32,000 

 1,900 

 1,900*

 2,500  3,400  1,950  2,650 

 320 

 7,050 

 25,500 

 270 

 2,150  1,400 

 210 

 1,850  2,300 

 8,400  4,350  4,200 

 370 

 4,000  6,600 

 34,500 

 1,650  1,100  2,550  3,300  2,050  2,400 

 310 

 7,400 

 25,000 

 270 

 2,250  1,350 

 210 

 1,350  2,200 

 8,950  5,250  4,850 

 110 

 4,850  7,100 

 35,500 

 1,650  1,250  2,550  3,350  2,150  2,400 

 310 

 7,450 

 25,500 

 260 

 2,700  1,550 

 220 

 1,950  2,550 

 9,300  4,300  5,000 

 110 

 4,500  6,600 

 35,000 

 1,500*

 1,700  2,200  3,100  2,100  2,300 

 290 

 7,800*

 25,000 

 320*

 3,200*

 1,500 

 200*

 1,700 

 2,500*

 8,900  4,200  5,500 

 110 

 4,400* 6,200*

 32,000 

 1,300  1,000  1,900  2,400  2,000  1,600 

 260 

 7,000*

 24,000 

 380 

 3,700  1,400 

 200*

 1,600 

 2,400*

 6,300  4,700  4,400 

 110 

 4,700  6,400 

 30,000 

 1,500 

 810 

 1,800  2,200  1,700  1,600 

 270 

 13,000  24,000 

 220  500 

 3,200  1,300 

 200 

 1,700  2,100 

 6,000  5,400  5,000 

 110*

 3,900  5,500 

 32,000 

 1,500 

 880 

 1,700  2,200  1,700 

 1,600*

 250 

 6,800 

 23,000 

 250  460 

 2,000  1,200 

 190 

 1,300  2,200 

 6,100  4,800  3,900 

 100*

 3,800  5,400 

 32,000 

 1,300  1,300  1,500  2,500  1,600  1,400 

 210 

 6,900*

 22,000 

 240  400 

 1,800  1,000 

 220 

 1,400  2,200 

 7,600  5,600  6,200 

 90*

 4,800  7,000 

 32,500 

 1,400  1,100  1,800  2,700  1,600 

 1,400*

 200 

 7,400 

 23,000 

 300  400 

 1,700*

 1,000 

 300 

 1,800  3,000 

* Data Adjusted or Estimated E-161
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

003002900300300030032003003300300340030035003003600300370030038003003900300400030042003004300300440030045003004600300470030048

SR146, Saint Rose Pk, .1 mi W of Las Vegas BlSR146, Saint Rose Pk, .4 mi E of SR-604 (Las Vegas Bl)IR15, N/B on-ramp of the Saint Rose Pk Intch 'Exit 27'IR15, S/B off-ramp of the I-215 Intch to I-215 E/BIR215, E/B on-ramp of the Windmill Intch 'Exit 8'IR15, S/B off-ramp of the Saint Rose Pk Intch 'Exit 27'IR15, S/B on-ramp of the Saint Rose Pk Intch 'Exit 27'IR15, N/B off-ramp of the Blue Diamond Intch 'Exit 33'SR160, Pahrump Valley Rd, at the Blue Diamond Intch 'Exit 33'Las Vegas Bl, Las Vegas Bl, .2 mi S of SR-160 (Pahrump Valley Rd)IR15, N/B on-ramp of the Blue Diamond Intch 'Exit 33'IR215, W/B off-ramp of the Windmill Intch 'Exit 8'IR15, S/B off-ramp of the Blue Diamond Intch 'Exit 33'SR160, Pahrump Valley Rd, .3 mi N of Dean Martin DrIR15, S/B on-ramp of the Blue Diamond Intch 'Exit 33'IR15, N/B off-ramp of the I-215 Intch to SR-604 (Las Vegas Bl)IR215, E/B off-ramp of the Eastern Intch 'Exit 7'IR215, E/B off ramp of the Windmill Intch 'Exit 8'

 16,200  15,100 

 3,500 

 38,900 

 4,150  3,650  2,100  1,850 

 30,000  48,500 

 7,950*

 4,150 

 19,000  19,600 

 2,700*

 470 

 18,700  13,100 

 19,200 

 17,800*

 4,650 

 40,000 

 4,350  4,550  2,450  2,050 

 32,000  53,000 

 9,500  4,500 

 21,400  26,300 

 3,250 

 550 

 18,500  12,900 

 26,100  25,000 

 6,950 

 41,000 

 4,250  6,850  2,350  2,200 

 32,500  56,000  10,700 

 4,450 

 24,400  27,100 

 3,100 

 490 

 19,800  13,900 

 31,000  28,700 

 7,700 

 39,500 

 4,800  7,550  2,950  2,300 

 33,000  61,500  12,100 

 4,400 

 25,100 

 27,100*

 3,350 

 540 

 20,100  14,000 

 26,000* 25,000*

 8,000*

 41,000 

 5,600 

 7,700* 2,900*

 3,000 

 40,000* 56,000*

 25,000 

 5,600 

 26,000* 27,000*

 3,600 

 780 

 21,000  13,000 

 22,000  24,000 

 8,500*

 39,000 

 5,400 

 7,800* 2,800*

 3,800 

 37,000  41,000  20,000 

 5,200 

 22,000  36,000 

 4,900  1,500 

 19,000  11,000 

 30,000  30,000  10,000  33,000 

 5,500  9,200  2,000  4,400 

 37,000  41,000  20,000 

 5,200 

 21,000  40,000 

 5,600  1,300 

 19,000  11,000 

 28,000*

 24,000 

 8,300 

 32,000 

 5,600 

 7,500*

 2,200  4,100 

 36,000* 33,000* 22,000*

 5,900 

 22,000  40,000 

 5,400  1,200 

 17,000  11,000 

 30,000  24,000 

 9,800 

 32,000*

 5,500  9,300  2,400 

 4,200*

 42,000  39,000 

 22,000*

 5,400 

 23,000* 41,000*

 5,500*

 1,300 

 17,000  11,000 

 32,000  25,500 

 9,900 

 29,500 

 5,200  9,600  3,000  4,400 

 41,000*

 40,000 

 22,000*

 4,800 

 22,000*

 43,500 

 5,700  1,300 

 17,000 

 9,900 

* Data Adjusted or Estimated E-162
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

00300490030050003005200300530030054003005500300560030057003005800300600030061003006200300630030064003006500300660030067003006800300690030070003007100300720030073

Las Vegas Bl, Las Vegas Bl, .2 mi N of SR-160 (Pahrump Valley Rd)Las Vegas Bl, Las Vegas Bl, .3 mi N of Warm Springs RdIR15, S of the Tropicana Intch 'Exit 37'IR15, N/B off-ramp of the Tropicana Intch 'Exit 37'SR593, Tropicana Av, .1 mi E of the N/B ramps of the Tropicana Intch 'Exit 37'IR15, N/B on-ramp of the Tropicana Intch 'Exit 37'IR15, N/B off-ramp of I-215 Intch to I-215 E/BIR15, S/B (right turn) off-ramp of the Tropicana Intch 'Exit 37'SR593, Tropicana Av, 150ft E of Industrial RdIR15, S/B on-ramp of the Tropicana Intch 'Exit 37'IR15, .4 mi S of the Flamingo Intch 'Exit 38'IR15, N/B off-ramp of the Flamingo Intch 'Exit 38'SR592, Flamingo Rd, 200ft E of the N/B ramps of Flamingo Intch 'Exit 38'IR15, N/B on-ramp of the Flamingo Intch 'Exit 38'IR15, S/B off-ramp of the Flamingo Intch 'Exit 38' to W/B Flamingo RdIR15, S/B on-ramp of the Flamingo Intch 'Exit 38'IR15, .3 mi S of the Spring Mtn Intch 'Exit 39'Spring Mountain Rd, .1 mi E of MelTorme WySpring Mountain Rd, 350ft W of Mel Torme WyIR15, N/B on-ramp of the Spring Mtn Intch 'Exit 39'IR215, W/B on-ramp of the Windmill Intch 'Exit 8'IR15, S/B off-ramp of the Spring Mtn Intch 'Exit 39'Spring Mountain Rd, .1 mi W of the S/B off-ramp of the Spring Mtn Intch 'Exit 39'

 30,200* 39,000*

 162,300*

 9,650*

 107,000*

 27,000*

 3,600*

 9,550 

 70,500*

 10,200 

 200,000*

 13,700 

 89,000*

 22,600  12,000  13,600 

 204,700*

 37,000*

 68,100  12,500  14,600 

 8,350 

 53,000*

 34,500  43,500 

 179,000*

 9,650 

 110,000*

 23,800 

 5,500  9,900 

 82,000  10,700 

 214,000 

 15,100 

 94,000*

 24,200  12,100  15,200 

 219,000 

 37,000* 68,000*

 13,400  14,900 

 8,850 

 51,000 

 38,000 

 47,000*

 193,000*

 9,850 

 109,000*

 22,600 

 5,100 

 10,100  83,500  11,300 

 226,000*

 14,700  98,500  26,200  12,500  16,100 

 228,000*

 37,000* 68,000*

 13,500  15,200 

 9,700 

 59,000 

 43,000 

 53,500*

 208,000*

 9,300 

 106,000*

 22,000 

 5,550  9,000 

 76,500  11,100 

 229,000*

 15,500  91,500  23,600  11,000  16,300 

 222,000*

 50,500* 74,500*

 14,500  15,200 

 9,500 

 57,500 

 39,000  49,000 

 212,000*

 11,000 

 126,000*

 30,000 

 6,500 

 10,000  75,000  11,000 

 249,000*

 17,000 

 88,000*

 21,000  11,000  16,000 

 258,000*

 55,000 

 75,000*

 15,000  14,000 

 8,900 

 58,000*

 35,000  48,000 

 218,000 

 14,000 

 108,000 

 29,000 

 7,400 

 10,000  75,000  13,000 

 246,000 

 19,000  92,000  21,000  10,000  18,000 

 256,000*

 55,000 

 75,000*

 16,000  13,000 

 8,800 

 58,000 

 31,000  43,000 

 197,000 

 14,000 

 108,000 

 29,000 

 8,600 

 10,000  75,000  13,000 

 231,000 

 19,000  88,000  21,000  10,000  18,000 

 238,000 

 55,000  75,000  16,000  12,000 

 8,800 

 55,000 

 33,000  46,000 

 222,000*

 17,000 

 108,000*

 34,000*

 6,900  8,500 

 75,000*

 15,000 

 255,000*

 18,000 

 91,000*

 17,000 

 8,600 

 17,000*

 257,000*

 64,000 

 80,000*

 15,000  12,000 

 6,800 

 55,000*

 29,000  45,000 

 214,000*

 19,000 

 110,000*

 35,000*

 7,800  8,800 

 76,000* 16,000*

 259,000*

 17,000 

 92,000*

 21,000 

 9,500 

 15,000 

 252,000*

 61,000 

 77,000*

 16,000  12,000 

 7,100 

 56,000*

 33,500  46,000 

 213,000*

 15,500 

 108,000*

 32,500*

 7,800  9,500 

 70,000  17,000 

 246,000*

 20,500  89,500  22,000 

 9,400 

 14,500 

 239,000*

 62,000* 78,000*

 16,000  12,000 

 8,100 

 54,000 

* Data Adjusted or Estimated E-163
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

003007400300750030077003007800300790030080003008100300820030083003008400300850030086003008800300900030091003009200300930030094003009500300960030097003009800300990030100

IR15, .5 mi N of the Spring Mtn Intch 'Exit 39'IR15, N/B off-ramp of the Sahara Intch 'Exit 40'IR15, N/B on-ramp of the Sahara Intch 'Exit 40'IR215, btwn the Eastern Intch 'Exit 7' and the Windmill Intch 'Exit 8'IR15, S/B off-ramp of the Sahara Intch 'Exit 40'SR589, E Sahara Av, .2 mi W of SR-599 (Rancho Rd)IR15, S/B on-ramp of the Sahara Intch 'Exit 40'IR215, E/B on-ramp of the Eastern Intch 'Exit 7'IR15, N/B off-ramp of the Charleston Intch 'Exit 41A'SR159, Blue Diamond Rd, 150ft E of S Grand Central PkIR15, N/B off-ramp of the Charleston Intch 'Exit 41B'IR215, W/B off-ramp of the Eastern Intch 'Exit 7'IR15, S/B off-ramp of the Charleston Intch 'Exit 41'IR215, W/B on-ramp of the Eastern Intch 'Exit 7'IR15, S/B on-ramp of the Charleston Intch 'Exit 41'IR15, btwn Charleston Intch 'Exit 41' & Downtown Intch 'Exit 42'IR15, on-ramp from MLK to I-15 S/BUS95, from I-15 N/B off-ramp to US-95 N/BUS95, from N/B I-15 to S/B US-95IR515, US-95, btwn Downtown Ex Intch & Casino Center IntchIR15, from N/B US-95 to N/B I-15IR15, .1 mi S of the D St/Washington Intch 'Exit 43-44'US95, from I-15 S/B off-ramp to US-95 N/BIR15, from I-15 N/B to MLK Bl

 235,700*

 20,600  23,300 

 117,000 

 7,850 

 49,000*

 19,100  11,600 

 6,100 

 44,600*

 7,000 

 11,800 

 8,600 

 19,900*

 15,000 

 230,000*

 6,000 

 39,500  24,700 

 183,000 

 14,200 

 153,000*

 13,200 

 4,400 

 245,000 

 20,800  23,800 

 117,000 

 8,350 

 52,000*

 19,100  11,600 

 6,100 

 48,500*

 7,400 

 12,400 

 9,250 

 17,200  14,900 

 246,000*

 5,950 

 39,500  24,400 

 182,000 

 14,200 

 162,000 

 13,300 

 4,800 

 251,000*

 22,000  26,400 

 128,000 

 8,600 

 66,000  20,300  11,700 

 6,450 

 45,000 

 7,600 

 11,700 

 8,850 

 18,300  16,000 

 248,000*

 6,000 

 45,500  26,100 

 184,000*

 15,800 

 164,000*

 13,000*

 4,950 

 257,000*

 21,000  25,100 

 132,000 

 8,100 

 68,500  21,300  13,600 

 6,800 

 50,000 

 7,700 

 13,100 

 8,250 

 18,700  17,400 

 248,000*

 7,050 

 39,000  24,400 

 180,000*

 16,200 

 164,000*

 12,900*

 5,600 

 264,000 

 21,000  23,000 

 140,000*

 8,200*

 65,000  20,000  15,000 

 6,300 

 50,000 

 7,400 

 14,000*

 7,900*

 20,000  15,000 

 256,000*

 7,100*

 38,000*

 24,000 

 177,000*

 16,000 

 179,000*

 13,000*

 6,200 

 259,000 

 21,000  23,000 

 134,000 

 8,200*

 61,000  20,000  15,000 

 6,400 

 51,000 

 7,000 

 15,000 

 8,100 

 18,000  15,000 

 252,000*

 7,000 

 37,000  23,000 

 176,000*

 15,000 

 173,000*

 13,000*

 4,900 

 246,000 

 21,000  23,000 

 131,000 

 8,200 

 59,000  20,000  15,000 

 6,300 

 49,000 

 7,000 

 15,000 

 9,000 

 18,000  15,000 

 221,000 

 6,000 

 35,000  22,000 

 155,000 

 14,000 

 157,000 

 11,000 

 4,900 

 257,000*

 21,000  23,000 

 128,000 

 6,800 

 57,000*

 19,000  14,000 

 6,500 

 47,000 

 8,300 

 14,000 

 9,200 

 17,000  16,000 

 251,000 

 4,900 

 40,000  22,000 

 177,000*

 14,000 

 158,000*

 11,000*

 4,000 

 257,000*

 20,000  20,000 

 128,000*

 6,700 

 58,000*

 19,000  14,000 

 6,300 

 47,000*

 7,000 

 14,000 

 8,600 

 17,000  15,000 

 247,000*

 5,300 

 40,000  21,000 

 176,000*

 14,000 

 158,000*

 11,000*

 4,600 

 260,000*

 20,500  18,500 

 127,000 

 6,700 

 54,000  19,000  15,000 

 7,000 

 48,500 

 7,200 

 14,000 

 8,500 

 17,000  14,500 

 248,000 

 5,700 

 40,000  22,500 

 177,000*

 14,000 

 160,000*

 10,500*

 5,400 

* Data Adjusted or Estimated E-164
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

00301020030103003010400301050030106003010700301080030109003011000301110030112003011300301140030115003011600301170030118003011900301200030121003012200301230030125

IR15, from US-95 S/B off-ramp to I-15 S/BIR15, from US-95 N/B off-ramp to I-15 S/BUS95, from US-95 N/B off-ramp to MLK BlUS95, from S/B I-15 to S/B US-95IR15, from US-95 S/B to I-15 N/BIR515, US-95, S/B off-ramp of the Casino Center Intch 'Exit 75A'IR215, E/B on-ramp of the Stephanie Intch 'Exit 3'IR215, W/B on-ramp of the Pecos Intch 'Exit 6'4th St, 300ft N of Stewart StSR602, Casino Center Bl, 250ft S of SR-579 (Bonanza Rd)IR515, US-95, N/B on-ramp of the Casino Center Intch 'Exit 75A'IR515, US-95, btwn Las Vegas Bl Intch 'Exit 74A' & Casino Center Intch 'Exit 75BSR610, Lamb Bl, .3 mi S of I-15IR15, N/B off-ramp of the Apex Intch 'Exit 58'SR604, Las Vegas Bl, .8 mi S of N/B ramps of the Apex Intch 'Exit 58'IR15, N/B on-ramp of the Apex Intch 'Exit 58'IR215, W/B on-ramp of I-215 Intch to N/B I-15IR15, S/B off-ramp of the Apex Intch 'Exit 58'FRCL07, Apex Frontage Rd, .1 mi N of the S/B ramps of Apex Intch 'Exit 58'IR215, E/B off-ramp of the Pecos Intch 'Exit 6'IR15, S/B on-ramp of the Apex Intch 'Exit 58'IR15, N/B off-ramp of the US-93 Intch 'Exit 64'IR15, N/B on-ramp of the US-93 Intch 'Exit 64'

 43,500  27,600 

 4,500 

 13,000  11,400 

 12,600*

 2,700  7,350 

 11,200 

 3,800 

 12,700 

 157,600*

 3,400 

 570 

 1,700 

 610 

 40,500 

 500 

 2,700  6,500 

 670 

 2,250*

 350 

 43,500*

 27,300 

 5,050 

 15,000  12,600  11,300 

 1,350  6,300 

 11,200*

 4,250 

 12,400 

 156,000*

 3,600*

 640 

 1,600 

 620 

 41,000 

 460 

 2,500  5,550 

 700 

 1,950 

 220 

 44,500  26,900 

 5,150 

 15,200  12,200  11,200 

 2,150  8,100 

 10,500 

 4,050 

 11,800 

 161,000*

 3,900*

 610 

 2,400 

 890 

 41,000 

 720 

 2,850  6,850 

 660 

 2,750 

 260 

 49,500  25,600 

 5,350 

 16,300  10,800 

 9,750  4,250  8,250  9,650  3,900  9,400 

 161,000*

 9,050*

 570 

 1,850 

 690 

 39,000 

 540 

 2,600  7,700 

 630 

 2,350 

 220 

 46,000*

 24,000 

 6,100 

 16,000  10,000 

 9,900  5,700 

 8,400*

 10,000 

 4,200 

 10,000 

 153,000*

 9,600 

 480 

 1,800 

 640 

 41,000 

 520 

 2,500*

 7,900 

 530 

 2,100 

 260 

 40,000  25,000 

 5,000 

 15,000  12,000  10,000 

 5,600  8,600 

 11,000 

 4,200 

 10,000 

 156,000*

 11,000 

 660 

 1,800 

 760 

 36,000 

 510 

 2,400*

 7,900 

 680 

 1,800 

 220 

 36,000  23,000 

 5,100 

 14,000  10,000  11,000 

 5,600  7,500 

 10,000 

 4,200 

 11,000 

 155,000 

 17,000 

 540 

 2,000 

 750 

 34,000 

 620 

 1,900  6,600 

 750 

 2,000 

 230 

 42,000  25,000 

 5,300 

 13,000  12,000  11,000 

 5,500  7,800 

 10,000 

 4,600 

 11,000 

 154,000*

 20,000 

 760 

 1,800 

 640 

 39,000 

 580 

 1,500  7,300 

 840 

 2,200 

 230 

 43,000  24,000 

 4,800 

 15,000  14,000  11,000 

 5,400  7,500 

 11,000 

 3,500 

 11,000 

 158,000*

 19,000 

 430 

 1,500 

 560 

 40,000*

 480 

 1,700  6,900 

 540 

 2,900 

 810 

 39,500  25,500 

 5,400 

 15,500 

 13,000*

 12,500 

 6,100  7,800 

 10,000 

 3,300 

 11,000 

 154,000*

 19,000 

 550 

 1,500 

 600 

 38,500 

 500 

 1,300  7,300 

 500 

 3,000  1,000 

* Data Adjusted or Estimated E-165
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0030126003012700301280030129003013000301310030132003013300301340030135003013600301370030138003013900301400030141003014200301450030146003014700301480030149

IR215, E/B off-ramp of the Sunset/McCarran Intch 'Exit 10' to Airport ConnectorIR15, S/B off-ramp of the US-93 Intch 'Exit 64'Frehner Rd, 100ft E of Losee RdIR215, Btwn the Sunset/McCarran Intch 'Exit 10' and the Las Vegas Bl Intch 'Exit 11'IR15, S/B on-ramp of the US-93 Intch 'Exit 58'IR215, Btwn the Warm Springs Intch 'Exit 9' and the Sunset/McCarran Intch 'Exit 10'IR215, E/B off-ramp of the Decatur Intch 'Exit 13'IR15, N/B off-ramp of the Valley of Fire Intch 'Exit 75'Valley of Fire Rd, 4.8 mi S of the Valley of Fire Intch 'Exit 75'IR15, N/B on-ramp of the Valley of Fire Intch 'Exit 75'IR15, S/B off-ramp of the Valley of Fire Intch 'Exit 75'IR15, S/B on-ramp of the Valley of Fire Intch 'Exit 75'IR15, N/B off-ramp of the Ute Intch 'Exit 80'IR15, N/B on-ramp of the Ute Intch 'Exit 80'IR215, W/B on-ramp of the Decatur Intch 'Exit 13'IR15, S/B off-ramp of the Ute Intch 'Exit 80'IR15, S/B on-ramp of the Ute Intch 'Exit 80'IR15, N/B off-ramp of the Byron Intch 'Exit 84'IR15, N/B on-ramp of the Byron Intch 'Exit 84'Charleston Bl, .1 mi W of I-215IR15, S/B off-ramp of the Byron Intch 'Exit 84'IR15, S/B on-ramp of the Byron Intch 'Exit 84'

 20,800 

 390 

 1,200 

 166,000 

 2,250 

 131,000 

 2,850 

 700  500  480  380  530  100  130 

 3,450 

 100 

 70  30  30  20  20 

 22,200 

 240 

 1,100 

 170,000 

 1,950 

 133,000 

 2,750 

 810  550  570  430  620 

 70  60 

 3,200 

 50  60  30  30 

 18,200 

 30  30 

 26,100 

 260 

 1,600 

 184,000 

 2,800 

 139,000 

 3,400  1,050 

 490  780  510  730 

 60  40 

 3,900 

 40  50  30  40 

 19,000 

 40  30 

 26,200 

 240 

 1,550 

 189,000 

 2,300 

 145,000 

 3,750  1,250 

 530  800  710  850 

 70  60 

 4,350 

 60  60  40  40 

 20,800 

 20  20 

 27,000 

 260 

 1,200 

 196,000 

 2,100 

 150,000 

 4,700  1,300 

 540 

 1,100 

 770  940 

 70  50 

 6,400 

 40  50  30 

 40*

 20,000 

 20  30 

 27,000 

 210  790 

 184,000 

 1,800 

 140,000 

 4,700*

 1,200 

 530 

 1,000 

 790  930 

 50  50 

 6,400*

 30  30  30  30 

 21,000 

 20  20 

 30,000 

 230  790 

 181,000*

 1,900 

 137,000 

 6,600  1,100 

 510  860  670  840 

 50  50 

 6,300 

 30  30  30  30 

 21,000 

 20  20 

 25,000 

 250  770 

 183,000 

 2,200 

 136,000 

 7,100 

 990  410  830  620  750 

 50* 50*

 7,000 

 30* 30* 30* 30*

 22,000 

 20* 20*

 27,000 

 740  680 

 182,000*

 2,800 

 136,000 

 7,700 

 890  400  730  540  700 

 40* 40*

 7,800 

 30* 30* 30* 30*

 20,000 

 20* 20*

 25,500 

 850  550 

 172,000*

 2,800 

 129,000*

 7,100 

 900  450  700  500  700 

 40* 40*

 7,100 

 30* 30* 30* 30*

 18,000 

 20* 20*

* Data Adjusted or Estimated E-166
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

003015000301510030152003015300301540030155003015600301570030158003015900301600030161003016200301630030165003016600301670030168003016900301700030171

IR15, N/B off-ramp of the Hidden Valley Intch 'Exit 88'IR15, N/B on-ramp of the Hidden Valley Intch 'Exit 88'IR215, Btwn the I-15 Intch 'Exit 12B' and the Decatur Intch 'Exit 13'IR15, S/B off-ramp of the Hidden Valley Intch 'Exit 88'IR15, S/B on-ramp of the Hidden Valley Intch 'Exit 88'IR215, W/B off-ramp to I-15 S/BIR15, N/B off-ramp of the Moapa Intch 'Exit 90'Arrowhead Rd, .2 mi N of SR-168 (Glendale-Moapa Rd)SR168, Glendale-Moapa Rd, .2 mi W of the frontage rd at Glendale 'Exit 90'N 5th St, .2 mi N of SR-601(Main St)IR15, S/B on-ramp of the Moapa Intch 'Exit 90'IR15, N/B off-ramp of the Glendale Intch 'Exit 91'IR215, E of SR-604 (Las Vegas Bl)IR15, N/B on-ramp of the Glendale Intch 'Exit 91'Arrowhead Rd, 200ft S of the Glendale Intch 'Exit 91'IR15, S/B off-ramp of the Glendale Intch 'Exit 91'Revere St, .1 mi N of Ann RdIR15, N/B off-ramp of the Logandale Intch 'Exit 93'SR169, Logandale Rd, .3 mi S of the N/B ramps of the Logandale Intch 'Exit 93'IR15, N/B on-ramp of the Logandale Intch 'Exit 93'IR15, S/B off-ramp of the Logandale Intch 'Exit 93'

 110  140 

 92,550*

 120  110 

 4,600 

 750 

 2,750  3,500 

 860  160 

 150,400*

 1,200  1,700  1,150  7,400  1,650  4,350 

 540  580 

 110  100 

 98,500 

 90 

 110 

 5,700 

 750 

 2,550  2,850 

 710 

 80 

 152,000*

 1,150  1,350  1,050  8,350  1,750  4,450 

 550  620 

 150  110 

 124,000 

 90 

 160 

 5,250 

 680 

 2,500  3,650 

 5,100*

 730 

 40 

 167,000*

 1,100  1,200  1,100  8,300  1,800  5,100 

 710  770 

 160 

 90 

 138,000 

 90 

 160 

 4,850 

 650 

 2,450  3,400 

 4,950*

 730 

 40 

 172,000*

 1,050  1,200  1,100  7,400  1,850  4,750 

 610  650 

 130 

 90 

 151,000 

 90 

 140 

 6,200 

 660 

 2,500  3,500  5,200 

 740 

 40 

 181,000*

 1,000  1,200  1,100  8,200  1,800  4,700 

 700  690 

 160  120 

 151,000*

 110  170 

 6,500 

 520 

 2,200  2,700  4,700 

 610 

 30 

 172,000*

 880  950  940 

 7,300  1,700  4,500 

 620  660 

 150  100 

 148,000*

 100  150 

 8,000 

 460 

 2,000  2,400  3,900 

 530 

 30 

 169,000*

 870  940  910 

 6,500  1,600  4,500 

 670  700 

 100 

 80*

 162,000 

 80*

 100 

 6,400 

 410 

 2,000  2,300  3,100 

 460 

 30*

 168,000*

 860*

 910  880 

 6,400  1,400  4,000 

 580  610 

 160 

 70*

 167,000 

 70*

 200 

 6,500 

 450 

 1,900  2,300  3,100 

 620 

 30*

 171,000*

 800  880  870 

 6,400  1,400  3,900 

 580  630 

 100 

 70*

 160,000 

 70*

 100 

 6,900 

 450 

 2,100  1,900  3,900 

 500 

 30*

 172,000*

 800  850  850 

 6,200  1,400  3,800 

 550  600 

* Data Adjusted or Estimated E-167
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

00301720030174003017500301760030177003017800301790030180003018100301820030183003018400301850030186003018700301880030189003019000301910030192

IR15, S/B on-ramp of the Logandale Intch 'Exit 93'IR15, S/B on-ramp of the Spring Mountain Intch 'Exit 39'IR15, N/B off-ramp of the Carp-Elgin Intch 'Exit 100'IR15, N/B on-ramp of the Carp-Elgin Intch 'Exit 100'US95, N/B off-ramp of the Rancho/Ann Intch 'Exit 90A' to S/B Rancho DrIR15, S/B off-ramp of the Carp-Elgin Intch 'Exit 100'US95, N/B off-ramp of the Rancho/Ann Intch 'Exit 90B' to Ann RdIR15, S/B on-ramp of the Carp-Elgin Intch 'Exit 100'IR15, N/B off-ramp of the E Mesa Intch 'Exit 110'IR15, N/B on-ramp of the E Mesa Intch 'Exit 109'US95, S/B on-ramp of the Rancho/Ann Intch 'Exit 90B' from Ann RdUS95, N/B on-ramp of the Rancho/Ann Intch 'Exit 90B' from Ann RdIR15, S/B on-ramp of the E Mesa Intch 'Exit 109'IR15, S/B off-ramp of the E Mesa Intch 'Exit 109'IR15, N/B off-ramp of the Bunkerville Intch 'Exit 112'SR170, Bunkerville Rd, .9 mi S of I-15 at the Bunkerville Intch 'Exit 112'IR15, N/B on-ramp of the Bunkerville Intch 'Exit 112'IR215, E/B on-ramp to I-215 from SR-604 (Las Vegas Bl)IR15, S/B off-ramp of the Bunkerville Intch 'Exit 112'IR15, S/B on-ramp of the Bunkerville Intch 'Exit 112'

 1,700 

 11,800*

 70  90 

 2,900 

 110 

 15,100*

 90*

 170  210 

 18,100*

 5,200 

 220  250  110  270 

 50*

 7,300 

 50 

 130 

 1,750 

 12,500 

 40  30 

 2,900 

 60 

 16,400 

 70 

 150  160 

 18,700 

 5,800 

 200  170  110  260 

 60 

 8,350 

 50 

 110 

 1,950 

 12,000 

 50  50 

 3,150 

 70 

 18,100 

 70 

 170  180 

 18,800 

 6,600 

 220  210  130  300 

 60 

 7,950 

 70 

 130 

 1,850 

 13,500 

 50  40 

 2,900 

 70 

 17,800 

 50 

 170  170 

 19,100 

 6,650 

 210  210  110  250 

 50 

 8,650 

 60 

 110 

 1,800 

 14,000 

 50  40 

 3,000 

 60 

 19,000 

 70 

 170  180 

 20,000*

 7,000 

 210  200  120  260 

 60 

 7,400 

 70 

 120 

 1,700 

 17,000 

 40  40 

 3,000 

 60 

 20,000 

 70 

 160  170 

 18,000*

 6,800 

 230  190  100  240 

 50 

 8,000 

 60 

 100*

 1,600 

 17,000*

 40  40 

 3,200 

 60 

 19,000 

 70 

 130  130 

 19,000 

 6,900 

 170  160  100  240 

 50 

 8,400 

 60 

 100 

 1,500 

 17,000 

 40* 40*

 2,700 

 60*

 18,000 

 70*

 140  140 

 19,000 

 6,500 

 170* 160* 100* 150*

 50*

 8,400 

 60*

 100*

 1,500 

 17,000*

 40* 40*

 2,800*

 50*

 19,000*

 60*

 140  140 

 19,000*

 6,600*

 220  240 

 90*

 190 

 40*

 8,100 

 50* 90*

 1,400 

 17,000 

 40* 40*

 2,800 

 50*

 18,000 

 60*

 150  150 

 17,000 

 6,600*

 200  200 

 90*

 150 

 40*

 7,600 

 50* 90*

* Data Adjusted or Estimated E-168
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

00301930030195003019600301970030198003019900302000030201003020200302030030204003020500302060030207003020800302090030210003021100302130030214

Mesquite Rd%, Mesquite Bl, .4 mi W of SR-170 (Bunkerville Rd)Mesquite Rd%, Mesquite Bl, .1 mi E of Arrowhead RdUS95, S/B off-ramp of the Rancho/Ann Intch 'Exit 90B' to Ann RdSR170, Bunkerville Rd, .8 mi S of Mesquite BlMain St, .1 mi N of SR-170 (Bunkerville Rd)IR15, btwn the Hidden Valley Intch 'Exit 88' and the Moapa Intch 'Exit 90'SR604, Las Vegas Bl, .1 mi N of the main gate to Nellis Air Force BaseSR604, Las Vegas Bl, 100ft N of Checker Flag LnUS93, .6 mi N of US-93 / IR-15 Intch 'Exit 64'Horizon Ridge Pk, .4 mi W of Green Valley PkSR168, Glendale-Moapa Rd, 6.7 mi E of US-93SR168, Glendale-Moapa Rd, .1 mi E of the county rd to MoapaLake Mead Bl, .3 mi W of Rampart RdSR169, Moapa Valley Bl, 200ft S of the Park and N of Liston AveStewart Av, .2 mi W of Lamb BlHillside Dr, .3 mi E of Sandhill BlSR169, Moapa Valley Bl, 220ft S of Virginia St in OvertonSR169, Moapa Valley Bl, 50ft N of the rd to the Lost City MuseumSR169, Logandale Rd, 25ft S of the rd to the Lost City MuseumSR169, Logandale Rd, .7 mi S of the county rd to Overton Beach

 8,500 

 19,200*

 3,750  4,500 

 270 

 18,100  13,800 

 3,600  2,600 

 21,100*

 170 

 1,150*

 19,600*

 5,500 

 15,100 

 6,050*

 1,400  1,300 

 890 

 9,600 

 20,000*

 4,200  3,950 

 330 

 19,300  14,400 

 4,700  1,650 

 23,300 

 160 

 1,200 

 20,000 

 5,400 

 17,100 

 2,000  6,400  1,550  1,500  1,050 

 11,200 

 23,000*

 6,000 

 4,500*

 310 

 19,600  17,000 

 4,350  2,900 

 23,300*

 150 

 1,450 

 19,100 

 5,850 

 15,100 

 2,800  6,400  1,450  1,400 

 780 

 12,100* 13,100*

 6,450 

 4,500*

 340 

 20,600  14,100 

 4,150  2,550 

 17,000 

 170 

 1,350 

 18,900 

 5,700 

 16,400 

 3,100  6,250  1,400  1,350 

 870 

 13,000  13,000 

 6,700  4,500 

 400 

 21,000  14,000 

 3,800  2,100 

 17,000 

 230 

 1,300 

 19,000*

 5,600 

 16,000 

 3,200  6,000  1,400  1,300 

 860 

 11,000  12,000 

 6,600  4,000 

 260 

 18,000  15,000 

 3,700  2,100 

 17,000 

 210*

 1,200 

 17,000 

 5,400 

 15,000 

 5,800  5,800  1,200  1,100 

 780 

 11,000  11,000 

 6,900  4,000 

 250 

 18,000  14,000 

 3,700  2,300 

 17,000 

 210 

 1,200 

 19,000 

 5,300 

 15,000 

 5,500  5,900  1,200  1,100 

 700 

 9,700 

 10,000 

 7,000  3,300 

 210 

 18,000*

 14,000 

 3,400  2,100 

 17,000 

 190 

 1,000 

 18,000 

 4,700 

 15,000 

 5,600  5,500  1,100  1,100 

 540 

 9,900 

 11,000 

 7,100*

 3,400 

 190 

 19,000  13,000 

 3,400  2,200 

 16,000 

 200 

 1,000*

 17,000 

 4,600 

 14,000 

 5,400*

 5,200  1,000 

 980 

 500*

 9,700*

 10,000*

 6,100  3,300 

 150 

 17,500 

 13,000*

 3,300* 2,300*

 16,000 

 200 

 1,000 

 17,500 

 4,500 

 13,000 

 5,100*

 4,900  1,100  1,000 

 400 

* Data Adjusted or Estimated E-169
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

00302150030216003021700302180030219003022000302230030224003022500302260030227003022800302290030230003023100302320030233003023400302360030237

Valey of Fire Rd, 300ft W of the county rd to Overton BeachIR215, W/B off-ramp of the Pecos Intch 'Exit 6'Callville Bay Rd, .2 mi NE of SR-147 (Lake Mead Bl)Lake Mead Bl, .2 mi N of the rd to Callville BayLake Mead Bl, .2 mi N of SR-564 (Lake Mead Dr) and Boulder Beach RdDecatur Bl, 200ft S of Pebble StBoulder Beach Rd, .7 mi N of US-93Boulder Beach Rd, .1 mi N of the Lake Mead Fish Hatchery RdUS93, .25 mi N of Boulder Beach RdUS93, .2 mi N of the S Jct of Nevada Hw in Boulder CityNevada Way, .1 mi S of Fifth StUS93, .2 mi S of Industrial Rd in Boulder CityIR15, N/B off-ramp of the Spring Mountain Intch 'Exit 39'US95, 2.5 mi N of the Railroad Pass IntchSR165, Nelson Rd, .1 mi E of US-95IR15, N/B off-ramp of the Speedway-Hollywood Intch 'Exit 54'IR15, N/B on-ramp of the Speedway-Hollywood Intch 'Exit 54'IR15, S/B off-ramp of the Speedway-Hollywood Intch 'Exit 54'Cottonwood Cove Rd, 1 mi E of US-95 & .2 mi E of the rd to Searchlight CemeterySR164, Nipton Rd, 1.1 mi W of US-95

 390 

 10,600 

 1,350  1,450  1,900 

 9,600*

 2,450  1,650 

 13,400  13,200  13,500  16,400  16,900  43,000 

 230 

 3,040 

 820 

 600*

 410 

 880*

 400 

 8,550  1,500  1,450  2,150  9,650  2,800  2,050 

 14,300  14,200  13,600  17,400  17,200  44,000 

 250 

 4,000 

 860  610  350  990 

 410 

 11,900 

 1,550  1,500  2,100 

 10,000 

 3,200  2,450 

 13,000 

 16,000*

 13,900  18,700  17,400  45,000 

 280 

 3,900 

 960  780  510  660 

 360 

 14,100 

 1,250  1,600  2,150 

 13,300 

 3,050  2,450 

 14,400 

 14,400*

 14,300  17,000  18,200  45,000 

 390 

 4,550 

 910  720  740  690 

 360 

 16,000 

 1,200  1,500  2,100 

 12,000 

 2,300  1,700 

 14,000  14,000  14,000  17,000  21,000  46,000 

 380 

 4,800 

 980  670  820  740 

 330 

 15,000 

 1,300  1,400  1,400 

 14,000 

 3,000  2,000 

 14,000  15,000  14,000  18,000  24,000  43,000 

 340 

 4,200 

 840  560  550  690 

 360 

 15,000 

 1,300  1,400  1,900 

 10,000 

 2,800  1,900 

 13,000  17,000  12,000  19,000 

 24,000*

 43,000 

 460 

 3,700 

 850  610  740  520 

 250 

 15,000 

 1,000  1,200  1,600 

 12,000 

 2,800  1,800 

 14,000  17,000  10,000  18,000  26,000  43,000 

 290 

 3,900 

 830  550 

 500*

 600 

 250 

 16,000 

 880 

 1,000  1,400 

 14,000 

 2,800  1,600 

 17,000  20,000  10,000  20,000  22,000  42,000 

 340 

 3,600 

 650  480  300  790 

 250 

 16,500 

 650  750 

 1,100 

 12,500 

 2,000  1,400 

 17,000*

 22,500 

 10,000*

 22,500  25,500  43,000 

 250 

 4,200 

 700  550  200 

 750*

* Data Adjusted or Estimated E-170
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0030239003024200302430030244003024500302460030249003025000302510030255003025800302590030260003026100302620030263003026400302650030266

IR15, S/B on-ramp of the Speedway-Hollywood Intch 'Exit 54'US95, at the NV-CA Stateline 1 mi S of SR-163 (Laughlin Hw)SR582, Boulder Hw, .2 mi S of SR-564 (Lake Mead Dr)SR564, Lake Mead Dr, 600ft E of SR-582 (Boulder Hw)SR564, Lake Mead Dr, .2 mi W of SR-582 (Boulder Hw)IR215, Btwn the US-95/I-215 Henderson Intch 'Exit 1' and the Gibson Intch 'Exit 2'SR562, Sunset Rd, .1 mi W of SR-582 (Boulder Hw)Sunset Rd, .2 mi E of Green Valley PkGreen Valley Pk, .1 mi S of SR-562 (Sunset Rd)SR562, Sunset Rd, 500ft E of Las Vegas BlSR582, Boulder Hw, .25 mi N of SR-593 (Tropicana Av)SR593, Tropicana Av, .1 mi W of SR-582 (Boulder Hw)SR593, Tropicana Av, .1 mi E of SR-605 (Paradise Rd)Paradise Rd, 400ft S of SR-592 (Flamingo Rd)SR593, Tropicana Av, .25 mi W of SR-605 (Paradise Rd)Paradise Rd, .2 mi S of SR-593 (Tropicana Av)Las Vegas Bl, Las Vegas Bl, 1000ft N of Four Seasons Rd N of Russell RdDavis Dam Rd, .1 mi N/E of SR-163SR593, Tropicana Av, .1 mi W of Koval Ln

 2,680* 3,400*

 27,600*

 33,500 

 38,200* 64,000*

 15,700  33,000  29,900 

 20,800* 34,500*

 18,800  79,000  41,000  93,500 

 35,100* 35,100*

 360 

 81,300*

 3,700  3,500 

 27,300  35,500  28,700 

 64,000*

 18,400  33,500  30,500  24,200  38,500  19,400  80,000  42,500  99,000 

 35,800*

 43,000 

 360*

 94,700 

 3,550  3,400 

 28,000*

 36,000  29,500 

 70,000*

 19,600  37,000  31,000  25,600  39,500  20,300  86,000  42,000 

 108,000 

 36,000*

 51,500 

 340*

 87,500 

 4,250  3,550 

 28,100*

 35,500  34,000 

 98,500*

 18,800  35,000  28,200  27,000  39,500  20,700  82,500  44,500  98,500 

 36,500* 53,500*

 60*

 84,500 

 4,700  3,500 

 27,000  38,000  38,000 

 114,000*

 18,000  34,000  32,000  28,000  38,000  19,000  83,000 

 41,000*

 100,000 

 36,000*

 50,000 

 86,000*

 4,100  4,400 

 27,000  38,000 

 38,000*

 114,000 

 17,000  28,000 

 27,000*

 26,000  36,000  19,000 

 79,000*

 43,000  92,000 

 34,000*

 51,000  76,000 

 3,400  4,100 

 29,000  38,000  37,000 

 114,000 

 15,000  29,000  25,000  22,000  36,000  20,000  79,000  41,000  90,000 

 34,000*

 47,000  73,000 

 3,600  3,400 

 25,000 

 38,000*

 37,000 

 108,000*

 13,000  28,000  24,000 

 22,000* 32,000*

 19,000  65,000  39,000  91,000 

 35,000*

 47,000 

 80*

 74,000 

 3,200 

 3,100*

 24,000  37,000  37,000 

 108,000*

 12,000  28,000  23,000  25,000 

 32,000*

 18,000  72,000  40,000  96,000 

 35,000* 47,000*

 90*

 78,000 

 3,700  2,900 

 22,000  31,500  35,500 

 111,000*

 11,000*

 26,500  21,500  24,500  30,000  16,500 

 70,500*

 38,000  90,000 

 34,000* 48,000*

 90 

 74,000 

* Data Adjusted or Estimated E-171
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

003026700302680030269003027000302710030272003027300302740030275003027700302780030279003028000302820030285003028600302870030288003028900302900030291

SR604, Las Vegas Bl, 400ft N of SR-593 (Tropicana Av)SR604, Las Vegas Bl, .1 mi S of SR-593 (Tropicana Av)SR593, Tropicana Av, 450ft E of Valley View BlLas Vegas Bl, Las Vegas Bl, .1 mi N of SR-592 (Flamingo Rd)SR582, Boulder Hw, .2 mi N of Flamingo.Lamb Bl, .1 mi N of SR-582 (Boulder Hw)SR582, Boulder Hw, .2 mi N of the US-95 ramps at 'Exit 69'SR589, E Sahara Av, .1 mi E of Mojave RdSR589, E Sahara Av, .1 mi W of SR-606 (Maryland Pk)Paradise Rd, 300ft S of SR-589 (Sahara Av)Paradise Rd, 450ft N of SR-589 (Sahara Av)SR589, E Sahara Av, 100ft E of SR-604 (Las Vegas Bl)Adams Bl, E of Utah StJones Bl, .1 mi N of Ann RdUtah St, S of Adams BlSR589, E Sahara Av, .1 mi W of SR-604 (Las Vegas Bl)Las Vegas Bl, Las Vegas Bl, .25 mi S of Main St & 200ft N of Cincinnati AvLas Vegas Bl, Las Vegas Bl, 500ft S of Charleston BlUS95, .4 mi E of Rancho DrLas Vegas Bl, Las Vegas Bl, .2 mi N of Main St & 150ft S of Oakey BlSR599, Rancho Dr, 275ft S of Pinto Ln

 70,500 

 60,000*

 59,500  77,000  30,100  32,500  38,500  40,000 

 50,300* 37,100* 17,100*

 64,500 

 1,050 

 14,100 

 1,900 

 70,500 

 48,400*

 31,000 

 198,000*

 45,000* 30,000*

 66,500  62,500  63,500  78,000  33,000  36,000  39,000  40,000  52,000  36,000  16,500  67,000 

 1,050 

 16,500 

 1,950 

 73,000  46,500  31,500 

 201,000*

 37,000  27,900 

 63,000*

 58,000  63,000  69,000  32,000  38,000  40,000  42,000  54,500  37,500  17,900  68,500 

 1,050 

 18,100 

 1,800 

 79,500  41,500  32,500 

 201,000*

 37,500  29,500 

 66,500*

 59,000  62,500  73,000 

 33,500*

 36,500  40,000  43,500  54,000  36,500  18,200  63,000 

 970 

 18,600 

 1,700 

 75,500 

 45,500*

 31,000 

 203,000*

 36,500  34,000 

 62,000*

 55,000  59,000  70,000  36,000 

 37,000*

 42,000  43,000  53,000  34,000  16,000 

 62,000*

 990 

 19,000 

 1,800 

 73,000  36,000  28,000 

 201,000*

 32,000 

 34,000*

 58,000  56,000  56,000  65,000  33,000  39,000  38,000  41,000  52,000 

 32,000*

 15,000  64,000 

 1,000 

 20,000 

 1,700 

 74,000  35,000  27,000 

 212,000*

 28,000  31,000 

 59,000  50,000  50,000  66,000  33,000  38,000  37,000  40,000  51,000  34,000  15,000  64,000 

 960 

 18,000 

 1,800 

 72,000  34,000  29,000 

 212,000 

 30,000  29,000 

 58,000*

 49,000  55,000 

 65,000* 32,000*

 33,000  33,000  37,000  47,000  26,000  12,000  58,000 

 1,300 

 18,000 

 1,700 

 66,000  34,000 

 25,000*

 154,000*

 27,000  28,000 

 59,000*

 56,000 

 56,000*

 65,000 

 32,000*

 27,000 

 33,000*

 35,000  45,000  27,000  12,000  56,000 

 1,000 

 17,000 

 1,700 

 68,000  33,000  26,000 

 206,000*

 28,000  27,000 

 61,000*

 56,000  53,500  68,500  28,000  30,000  22,500  29,500  40,500  24,500  12,000 

 51,000*

 1,000 

 16,000 

 1,600 

 62,000* 33,000*

 25,500 

 212,000*

 28,000  27,000 

* Data Adjusted or Estimated E-172
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

003029200302930030294003029500302960030297003029800302990030300003030200303030030305003030600303080030309003031200303130030315003031600303170030318003031900303210030322

Jones Bl, Jones Bl, .3 mi N of CL-215Arizona St, E of Nevada HwParadise Rd, .6 mi S of SR-562 (Sunset Rd)SR159, Blue Diamond Rd, 300ft E of Rancho RdMain St, 200ft N of Utah AvMain St, 250ft N of Clark AvSR159, Charleston Blvd, 100ft W of 4th St for W/B & 150ft W for E/BLas Vegas Bl, Las Vegas Bl, 150ft N of Bonneville AvSR159, Charleston Blvd, 100ft W of S 6th StSR582, Boulder Hw, .1 mi E of Bruce StTenaya Wy, .1 mi N of Desert Inn RdGeorge Crockett Rd, E of Bermuda StAirport Connector Rd, N/B off-ramp of the Sunset/McCarran Intch 'Exit 10' to Sunset RdIR215, W/B on-ramp of the Sunset/McCarran Intch 'Exit 10'IR215, W/B off-ramp of I-215 to Las Vegas BlEl Camino Wy, .1 mi E of Buchanan Bl.Las Vegas Bl, Las Vegas Bl, .1 mi N of SR-579 (Bonanza Rd)Marita Dr, 50ft N of El Camino WyMain St, .1 mi N of SR-579 (Bonanza Rd)SR579, Bonanza Rd, 100ft W of the W end of the RxR OverpassSR579, Bonanza Rd, 400ft E of MLK BlSR579, Bonanza Rd, .2 mi W of MLK BlSR599, Rancho Dr, .1 mi N of SR-579 (Bonanza Rd)US95, 1.1 mi N of Rancho Dr

 8,400*

 2,550 

 12,700 

 42,200*

 18,100  35,500 

 26,700*

 35,500  14,200 

 1,200 

 2,800*

 9,300 

 26,500 

 8,350  2,350 

 18,600 

 550 

 14,000  16,500  16,600  14,700 

 52,600*

 186,800*

 8,400*

 2,400 

 12,700  39,500 

 18,000*

 36,000  26,100  32,500  14,400 

 1,400 

 2,800*

 8,900 

 28,200 

 9,750  2,300 

 21,600 

 570 

 15,200  16,700  18,100  15,100  56,500 

 190,000*

 16,200 

 2,750 

 14,000 

 37,000*

 20,500  39,000  26,500  40,000  14,000 

 1,400  2,050  9,750 

 31,000 

 8,800  2,200 

 21,000 

 560 

 15,500  17,400  17,200  15,300  55,500 

 190,000*

 16,000 

 3,100 

 14,300 

 37,500*

 21,700  37,500  26,100  39,000  13,800 

 1,650  2,600 

 10,100  32,000 

 9,400  2,200 

 20,100 

 450 

 16,300 

 18,100*

 20,100  18,100  44,000 

 192,000*

 16,000*

 2,900 

 14,000  40,000  20,000 

 23,000*

 37,000  25,000  39,000  13,000 

 1,600  2,300 

 10,000  32,000 

 8,000  2,100 

 19,000 

 520 

 15,000  19,000  16,000  17,000 

 47,000*

 189,000 

 17,000 

 2,800 

 12,000  39,000  17,000 

 23,000*

 34,000  25,000  33,000  11,000 

 1,400  2,100 

 10,000  30,000 

 8,700  2,100 

 21,000 

 490 

 16,000 

 18,000*

 14,000 

 15,000* 47,000*

 201,000 

 15,000 

 2,900 

 11,000  38,000  17,000  24,000  35,000  24,000  36,000  11,000 

 1,400  1,600 

 10,000  33,000 

 8,800  2,100 

 22,000 

 510 

 16,000  11,000 

 9,100 

 10,000  46,000 

 202,000 

 16,000 

 2,700 

 10,000  36,000  13,000 

 21,000*

 32,000 

 21,000*

 32,000 

 9,000  1,200  1,500 

 10,000  31,000 

 7,100  1,900 

 21,000 

 470 

 10,000  10,000  10,000  10,000 

 44,000*

 207,000 

 16,000 

 2,100 

 11,000  37,000  12,000 

 21,000*

 33,000  21,000  33,000 

 8,300  1,200  1,800  9,000 

 31,000 

 8,100  1,900 

 17,000 

 440 

 9,500 

 11,000 

 11,000* 10,000*

 50,000 

 197,000*

 13,500 

 2,600 

 10,000  34,000  14,000 

 21,000*

 32,000  20,500  31,000 

 8,200  1,000  2,000  8,100 

 32,000 

 7,400  1,800 

 16,500*

 500 

 9,800 

 11,500  10,500 

 8,700 

 49,000 

 201,000*

* Data Adjusted or Estimated E-173
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

003032300303250030327003032800303290030330003033100303340030335003033700303380030339003034100303420030345003034600303480030349003035000303510030352

US95, .3 mi S of Decatur BlLas Vegas Bl, Las Vegas Bl, 200ft S of the north city limits of Las Vegas, S of Owens BlIndustrial Rd, 300ft E of Yucca StSR604, Las Vegas Bl, 100ft S of SR-147 (Lake Mead Bl)SR147, Lake Mead Bl, 300ft E of SR-604 (Las Vegas Bl)SR604, Las Vegas Bl, .1 mi N of SR-147 (Lake Mead Bl)SR147, Lake Mead Bl, 300ft W of SR-604 (Las Vegas Bl)SR604, Las Vegas Bl, .1 mi N of Pecos RdSR604, Las Vegas Bl, .1 mi S of SR-610 (Lamb Bl)Lamb Bl, .1 mi S of SR-604 (Las Vegas Bl)Lamb Bl, 300ft N of SR-147 (Lake Mead Bl)SR147, Lake Mead Bl, .1 mi W of SR-610 (Lamb Bl)SR147, Lake Mead Bl, .1 mi E of Mt Hood StLamb Bl, 1000ft N of Owens AvLamb Bl, 100ft N of Sherrill AvLamb Bl, .1 mi N of Sahara Av & 50ft N of Cleveland StSR589, E Sahara Av, .1 mi E of Rainbow Bl & .2 mi W of Torrey Pines DrSR595, Rainbow Bl, .2 mi N of SR-589 (Sahara Av)SR595, Rainbow Bl, 150ft S of Laredo St S of SR-589 (Sahara Av)SR595, Rainbow Bl, .1 mi N of SR-593 (Tropicana Av)SR593, Tropicana Av, .1 mi E of SR-595 (Rainbow Bl)

 191,000 

 12,900*

 1,450 

 21,500*

 38,000  25,700 

 37,800*

 20,200  15,600 

 13,700*

 23,100  29,500  17,100  27,400  42,000  28,000  47,500  62,500 

 51,500* 39,800*

 44,500 

 193,500*

 14,500 

 1,700 

 23,100  41,000  27,900 

 38,000*

 22,300  17,500  15,400  24,000  29,900  17,600  27,900  42,500  31,500  51,500  52,000  48,000  42,500  48,500 

 191,000*

 14,300 

 1,750 

 22,000*

 41,000  25,900  48,500  22,800  17,700  15,000  23,900  33,500  19,700 

 28,000*

 44,500  33,500  52,000  55,500  53,500  49,500  46,500 

 193,000*

 14,600 

 1,800 

 21,300*

 42,000  25,700  46,500  23,900  19,000  18,300  26,700  33,500  19,200 

 33,500*

 44,500  31,500  52,000  57,500  55,500 

 48,500*

 44,000 

 192,000 

 14,000 

 1,700 

 21,000  40,000  25,000  49,000  23,000  18,000  18,000  25,000  35,000  19,000  31,000  45,000  34,000  50,000 

 56,000*

 54,000 

 49,000*

 40,000 

 204,000 

 13,000 

 1,700 

 19,000  40,000 

 23,000*

 50,000  21,000  17,000  17,000  24,000  32,000  18,000  29,000  41,000  32,000  45,000  52,000  50,000  47,000  39,000 

 197,000 

 17,000 

 1,600 

 24,000  30,000  24,000  36,000  22,000  17,000  18,000  26,000  31,000  18,000  31,000  43,000  30,000  44,000  57,000  52,000  49,000  35,000 

 209,000 

 14,000*

 1,500 

 16,000  32,000  18,000 

 37,000*

 19,000  14,000  16,000  23,000  28,000  18,000 

 30,000* 42,000*

 28,000  42,000 

 54,000*

 48,000  46,000  36,000 

 200,000*

 11,000 

 1,700 

 13,000  34,000  16,000  41,000  17,000  14,000  15,000  22,000  26,000  17,000  26,000  37,000  25,000 

 42,000*

 50,000  47,000  44,000  34,000 

 202,000*

 12,000*

 1,600 

 13,500  33,000 

 17,000* 40,000* 16,500* 13,000* 15,000* 21,500* 28,000*

 17,000 

 25,000* 38,000* 26,000*

 38,000 

 49,000*

 47,000  43,500  34,500 

* Data Adjusted or Estimated E-174
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

003035300303540030356003035700303580030359003036000303610030365003036600303670030368003037100303720030373003037400303750030377003037800303790030380

Rainbow Bl, .1 mi S of SR-593 (Tropicana Av)Rainbow Bl, .7 mi N of SR-160 (Pahrump Valley Rd)SR159, Blue Diamond Rd, .2 mi W of Durango DrAlexander Rd, .3 mi E of Pecos RdCharleston Bl, .1 mi N of county rd to Red Rock CanyonSR159, Blue Diamond Rd, .2 mi N of SR-160 (Pahrump Valley Rd)SR160, Pahrump Valley Rd, .3 mi N of SR-159 to Blue DiamondSR160, Pahrump Valley Rd, S of SR-159 to Blue DiamondFairway Dr, Mancha Dr, 50ft E of Mancha DrSR599, Rancho Dr, .3 mi S of SR-573 (Craig Rd)US95, Maine St, .5 mi S of the Snow Mountain Intch 'Exit 95'SR157, Charleston Park Rd, .2 mi W of US-95SR158, Deer Creek Rd, 450ft S of SR-156 (Lee Canyon Rd)SR156, Lee Canyon Rd, 2 mi W of SR-158 to the Deer Creek Camp AreaSR156, Lee Canyon Rd, .6 mi W of US-95US95, 5.9 mi N of SR-156 to Lee CanyonUS95, Maine St, .1 mi N of mp 129 and 9.25 mi N of Indian SpringsEastern Av, 250ft S of Ferguson Av .3 mi N of Carey AvIR15, 1 mi N of the Craig Intch 'Exit 48'IR15, S/B off-ramp of the Craig Intch 'Exit 48'SR573, Craig Rd, 300ft W of the Craig Intch 'Exit 48'

 9,150*

 33,500 

 4,600  3,650  1,950  7,450 

 8,600*

 490 

 21,700*

 7,200  3,000 

 480  500  520 

 5,100*

 3,550 

 16,400  25,800 

 1,600 

 49,000 

 12,700  37,500 

 5,150  5,100  1,950  8,050 

 11,000*

 490 

 24,200 

 7,950  2,850 

 440  510  490 

 5,500  3,900 

 17,400  27,700 

 2,400 

 49,000*

 47,500 

 13,000*

 38,000 

 5,400  4,550  2,250  8,600  9,550 

 460 

 23,100 

 7,700  2,700 

 410  340  350 

 5,450  3,900 

 17,300 

 30,000*

 3,950 

 54,000 

 47,000 

 16,100*

 40,500 

 5,450  5,300  2,600  8,850  9,750 

 490 

 24,900 

 7,700  2,750 

 450  550  470 

 5,550  3,650 

 18,400 

 35,000*

 2,750 

 57,500 

 47,000 

 16,000* 38,000*

 6,400*

 4,800  2,000  8,900 

 9,900*

 500 

 25,000 

 8,500  3,200 

 500*

 750  640 

 6,000  4,000 

 18,000  36,000 

 2,900 

 56,000 

 47,000 

 16,000*

 36,000 

 5,900  4,500  1,900  8,100  9,900 

 460 

 24,000 

 9,200  2,600 

 400  580  490 

 6,400  3,600 

 20,000  34,000 

 2,900*

 53,000*

 48,000  21,000  35,000 

 5,200  4,800  2,000  8,800 

 10,000 

 480 

 22,000 

 9,200  3,000 

 430  580  550 

 6,700  3,800 

 20,000  31,000 

 2,900 

 56,000 

 45,000  21,000  35,000 

 5,100  4,300 

 2,200*

 7,800  8,400 

 440 

 21,000  10,000 

 2,900 

 460 

 600*

 500 

 7,000  3,600 

 16,000  38,000 

 1,800 

 61,000 

 43,000  20,000  35,000 

 5,300  4,100  2,600  8,600  8,900 

 400 

 23,000 

 9,700  2,300 

 370  440  510 

 6,900 

 3,300*

 15,000  38,000 

 1,700 

 62,000 

 44,000  20,000  34,000 

 4,700 

 4,400*

 2,400  8,700  9,200 

 400 

 23,500 

 9,500  2,700 

 300  450  500 

 6,800  3,300 

 14,000  43,000 

 1,800 

 61,500 

* Data Adjusted or Estimated E-175
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0030381003038200303830030384003038500303870030388003038900303900030391003039200303930030394003039500303960030397003039800303990030400003040200304030030404

IR15, S/B on-ramp of the Craig Intch 'Exit 48' from E/B Craig RdIR15, N/B off-ramp of the Craig Intch 'Exit 48'IR15, N/B on ramp of the Craig Intch 'Exit 48'Airport Connector Rd, W/B on-ramp of the Sunset/McCarran Intch 'Exit10' from Sunset RdSR573, Craig Rd, 300ft E of the Craig Intch 'Exit 48'IR15, 1. mi N of the Cheyenne Intch 'Exit 46'IR15, S/B off-ramp of the Cheyenne Intch 'Exit 46'SR574, Cheyenne Av, 350ft E of Losee RdIR15, S/B on-ramp of the Cheyenne Intch 'Exit 46'IR15, N/B off-ramp of the Cheyenne Intch 'Exit 46'SR574, Cheyenne Av, 75ft W of SR-607 (Civic Center Dr)Hidden Well Rd, E of Bermuda RdIR15, N/B on-ramp of the Cheyenne Intch 'Exit 46'Las Vegas Bl, Las Vegas Bl, .1 mi S of Sahara AvUS95, S/B on-ramp of the US-95/Rancho Intch 'Exit 77'US95, N/B off-ramp of the US-95/Rancho Intch 'Exit 77'US95, N/B on-ramp of the US-95/Rancho Intch 'Exit 77'US95, S/B off-ramp of the US-95/Rancho Intch 'Exit 77'IR215, E/B off-ramp of the Warm Springs/McCarran Intch 'Exit 9' to Warm Springs RdSR599, Rancho Dr, 100ft N of W Mesquite AvSR592, Flamingo Rd, 500ft W of Spencer StSR592, Flamingo Rd, 400ft E of Pecos Bl

 12,600  22,100 

 2,650  6,650 

 47,400*

 66,600 

 2,750 

 62,000  23,400  24,800  48,800 

 3,350  2,800 

 14,600  14,800 

 9,300  8,900 

 13,700 

 40,000*

 55,600  49,000 

 11,200*

 24,400 

 2,700  6,250 

 59,500  67,000 

 3,400 

 65,000  24,800  26,200  51,000 

 3,350*

 3,600 

 13,600  14,300 

 8,750  8,000 

 13,400 

 38,000*

 56,500  53,000 

 13,400  25,700 

 4,400  6,900 

 57,500  73,500 

 3,400 

 64,000  24,200  28,500  49,000 

 4,100  3,350 

 41,000* 14,000* 14,000*

 8,800* 8,000*

 13,700 

 39,000*

 58,000  53,000 

 14,100  24,600 

 3,500  6,850 

 60,500  75,500 

 3,500 

 68,000  22,200  27,500  51,500 

 4,600  3,250 

 46,500* 14,000* 14,000*

 8,800* 8,000*

 13,400 

 44,500*

 56,500  53,500 

 14,000  24,000 

 3,300  7,100 

 52,000  75,000 

 3,400 

 64,000  22,000  27,000  49,000 

 6,900  3,200 

 40,000 

 12,000*

 12,000 

 8,700*

 7,900 

 13,000 

 47,000*

 56,000 

 51,000*

 14,000* 23,000*

 3,300*

 7,300 

 50,000* 72,000*

 2,900 

 72,000  23,000  28,000  53,000 

 6,900  3,200 

 40,000 

 7,200 

 15,000 

 9,300*

 8,600 

 13,000 

 43,000*

 55,000  47,000 

 14,000  23,000 

 3,300  7,700 

 49,000  69,000 

 2,900 

 65,000  22,000  28,000  48,000 

 5,900  3,200 

 40,000 

 8,400 

 15,000 

 9,700  9,300 

 12,000  37,000  51,000  43,000 

 15,000  24,000 

 2,200  8,300 

 48,000  78,000 

 2,700 

 61,000*

 19,000  20,000  46,000 

 5,700  3,300 

 38,000 

 7,400 

 14,000 

 8,000  8,200 

 12,000  34,000  47,000 

 43,000*

 16,000  26,000 

 2,200  7,200 

 48,000  83,000 

 2,700 

 55,000  22,000  22,000  47,000 

 6,100  3,300 

 38,000*

 7,400 

 13,000 

 8,200  8,400 

 11,000 

 34,000*

 47,000 

 44,000*

 16,000  26,000 

 2,400  7,000 

 49,000  88,500 

 2,900 

 54,500  22,500  22,500  46,000 

 5,900  3,500 

 37,000*

 7,200 

 14,500 

 8,400  8,400 

 13,500  31,500  46,500 

 41,000*

* Data Adjusted or Estimated E-176
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0030405003040600304070030408003040900304100030412003041400304160030417003041800304190030420003042100304220030423003042400304250030426003043000304310030432

SR592, Flamingo Rd, 300ft E of Mountain Vista StSR573, Craig Rd, .2 mi E of SR-599 (Rancho Rd)SR573, Craig Rd, btwn Nellis Bl & Salmon DrUS95, from I-15 S/B off-ramp to MLK BlUS95, from MLK Bl to S/B US-95SR582, Boulder Hw, btwn SR-589 (Sahara Av) & St Louis AvIR15, N/B off-ramp of the 'D' St/Washington Intch 'Exit 44'Hualapai Wy, 150ft N of Ann RdSR578, Washington Av, 150ft E of the N/B ramps of I-15IR15, N/B on-ramp of 'D' St/Washington Intch 'Exit 44'Town Center Dr, .2 mi N of Alta DrIR15, S/B off-ramp of the 'D' St/Washington Intch 'Exit 44'El Capitan Wy, 100ft N of Alexander RdBuffalo Dr, .2 mi N of Oleta Av (N of SR-160)Rainbow Bl, .3 mi N of Ann RdIR15, S/B on-ramp of the 'D' St/Washington Intch 'Exit 44'IR15, N of the D St/Washington Intch 'Exit 43-44'IR15, N/B off-ramp of the Lake Mead Intch 'Exit 45'SR147, Lake Mead Bl, One-Way E/B section E of the I-15 Lake Mead Intch 'Exit 45'IR15, N/B on-ramp of the Lake Mead Intch 'Exit 45'IR15, S/B on-ramp of the Lake Mead Intch 'Exit 45' from W/B Lake MeadIR15, S/B off-ramp of the Lake Mead Intch 'Exit 45'

 29,600  25,800  28,500 

 9,700  4,650 

 27,100 

 6,800 

 180 

 21,300 

 2,400 

 18,900*

 2,300  1,500 

 440 

 4,300*

 7,300 

 139,000 

 13,200*

 24,700 

 2,350 

 15,300 

 1,900 

 30,500  27,400  30,000 

 6,400*

 5,500 

 27,600 

 7,550 

 140 

 21,800 

 2,550 

 20,500 

 2,200  1,650 

 250 

 3,550  8,000 

 151,000 

 14,100  26,600 

 2,650 

 16,000 

 2,100 

 30,000*

 27,400  22,600 

 7,000*

 5,900 

 28,600 

 7,500 

 130 

 23,000 

 2,500 

 22,000 

 2,100  1,400 

 130 

 3,750  7,950 

 152,000 

 14,700  27,400 

 2,650 

 16,600 

 2,050 

 33,500*

 28,100  21,400 

 12,200*

 8,600 

 28,600 

 8,150 

 90 

 23,600 

 2,700 

 21,300 

 2,000  1,600 

 140*

 3,750  9,000 

 152,000 

 13,900  26,400 

 2,800 

 16,100 

 2,000 

 33,000  29,000  20,000 

 12,000*

 8,400 

 29,000 

 8,800 

 170 

 24,000 

 2,600 

 22,000 

 1,800  1,600 

 8,700*

 4,200  9,700 

 152,000 

 13,000  27,000 

 3,000 

 16,000 

 1,900 

 33,000  31,000  18,000 

 9,000*

 6,100 

 26,000 

 7,200 

 160 

 21,000 

 2,500 

 22,000 

 1,700  1,500  8,700  4,100  8,800 

 147,000*

 14,000 

 26,000*

 2,800 

 16,000 

 1,700 

 30,000  30,000  19,000 

 8,000  6,500 

 26,000 

 7,200 

 130 

 16,000 

 2,500 

 23,000 

 1,700  1,500  7,800  4,200  8,800 

 145,000 

 14,000  25,000 

 2,800 

 16,000 

 1,700 

 30,000*

 29,000  21,000 

 8,000*

 5,600 

 23,000 

 3,800 

 170 

 15,000 

 2,100 

 19,000 

 1,800  1,500  7,800  4,100  3,200 

 156,000*

 13,000 

 24,000*

 2,700 

 11,000 

 1,700 

 31,000  31,000  22,000 

 8,100*

 5,800 

 23,000*

 5,000 

 180 

 16,000 

 2,400 

 19,000 

 2,000  1,500  7,200  4,100  3,800 

 153,000*

 16,000 

 22,000*

 2,900 

 12,000 

 2,200 

 29,500  28,500 

 21,500*

 8,800*

 6,500 

 22,000*

 5,200 

 150 

 15,500 

 2,600 

 16,500 

 2,100  1,500  7,300  3,700  4,200 

 155,000*

 17,000 

 21,000*

 3,300 

 13,500 

 2,500 

* Data Adjusted or Estimated E-177
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

003043300304350030436003043700304380030439003044000304410030442003044300304440030445003044600304470030449003045000304510030452003045300304540030455

IR15, S/B on-ramp of the Lake Mead Intch 'Exit 45' from E/B Lake Mead BlIR15, S of the W Mesquite Intch 'Exit 120'IR15, N/B off-ramp of the W Mesquite Intch 'Exit 120'IR15, N/B on-ramp of the W Mesquite Intch 'Exit 120'IR215, E/B on-ramp of the Warm Springs/McCarran Intch 'Exit 9' from Warm Springs RdIR15, S/B off-ramp of the W Mesquite Intch 'Exit 120'IR15, S/B on-ramp of the W Mesquite Intch 'Exit 120'IR15, N of the W Mesquite Intch 'Exit 120' at mp 121IR15, N/B off-ramp of the E Mesquite Intch 'Exit 122'Sandhill Rd, 100ft W of the N/B ramps of the E Mesquite Intch 'Exit 122'IR15, N/B on-ramp of the E Mesquite Intch 'Exit 122'IR215, W/B off-ramp of the Warm Springs Intch 'Exit 9' to Warm Springs RdIR15, S/B off-ramp of the E Mesquite Intch 'Exit 122'IR15, S/B on-ramp of the E Mesquite Intch 'Exit 122'US95, S/B off-ramp of the Decatur Intch 'Exit 79' to N/B Decatur BlUS95, S/B on-ramp of the Decatur Intch 'Exit 79'US95, N/B off-ramp of the Decatur Intch 'Exit 79'US95, N/B on-ramp of the Decatur Intch 'Exit 79'IR15, 1.3 mi S of the I-215 Intch 'Exit 34'Nevada Way, 200ft S of Park StNevada Way, .4 mi N of US-93 (Truck Route)

 7,000 

 15,900 

 2,000  1,700  3,050 

 1,780*

 1,600 

 16,100 

 1,750 

 20,800 

 3,950 

 3,000*

 4,200  2,200 

 10,900* 10,000*

 9,900*

 10,000* 78,500*

 4,000  4,650 

 8,700 

 16,300 

 1,950  1,850  3,000  2,150  1,500 

 16,900 

 1,700 

 21,000*

 4,150  2,800  4,500  2,350 

 8,800*

 10,800 

 9,400  8,800 

 91,500 

 3,850  4,800 

 8,050 

 17,500 

 2,250  2,050  3,250  2,350  1,550 

 18,200 

 1,850 

 20,200 

 4,700  3,100  5,150  2,500  7,700 

 10,800*

 9,150  8,850 

 96,000 

 4,250  4,800 

 8,800 

 17,900 

 2,000  2,450  3,500  2,750  1,450 

 19,900 

 2,400 

 25,000*

 4,450  3,200  4,250  3,050  7,700 

 10,800*

 9,200  8,900 

 105,000 

 3,900  4,500 

 9,100 

 19,000 

 2,300  2,400  3,900  2,800  1,800 

 21,000 

 2,300 

 26,000*

 4,600  3,400  4,400  2,900  6,300 

 11,000 

 9,300 

 10,000 

 135,000*

 3,900  4,500 

 9,000 

 17,000 

 2,000 

 2,100*

 3,700  2,300 

 1,500*

 19,000*

 1,700 

 18,000 

 3,800  3,600  3,700  2,300  6,300 

 11,000 

 9,700 

 10,000*

 130,000*

 3,200  3,900 

 9,000 

 17,000 

 2,000  1,900  3,500  2,100  1,600 

 17,000 

 1,700 

 18,000 

 3,700  3,500  3,700  2,200  5,100  9,800  9,400  8,800 

 133,000 

 2,900  3,900 

 5,500 

 17,000 

 1,800  1,800  3,600  2,000  1,300 

 17,000 

 1,700 

 17,000 

 3,800  3,900  3,600  2,200  6,600 

 11,000  11,000 

 9,000 

 139,000*

 2,100 

 3,800*

 5,600*

 17,000 

 1,700  1,800  3,200  2,100  1,400 

 18,000 

 1,700 

 17,000 

 3,600  3,500  3,700  2,300  6,200 

 11,000  10,000 

 9,400 

 133,000*

 2,000 

 3,800*

 5,700 

 18,000*

 2,300  2,100  3,000  2,000 

 1,400*

 18,000*

 2,000 

 19,000 

 3,800  3,600  3,600  2,200  6,800 

 11,500  11,500  10,500 

 139,000*

 2,200 

 3,300*

* Data Adjusted or Estimated E-178
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0030456003045800304590030460003046100304620030463003046400304660030467003046800304690030470003047100304720030473003047400304750030477003047900304800030482003048300304840030487003048800304910030492

Buchanan Bl, 300ft S of US-93 (Nevada Hw)Adams Bl, 150ft E of Buchanan BlAdams Bl, 300ft E of Av 'G'Adams Bl, 300ft W of Utah StUtah St, 150ft S of Av 'I'Utah St, 150ft N of Av 'I'Park St, 300ft E of Nevada HwSR582, Boulder Hw, .1 mi S of Major AvLake Mountain Dr, N of Valencia DrSR582, Boulder Hw, .1 mi S of SR-562 (Sunset Rd)SR564, Lake Mead Dr, .1 mi E of Van Wagenen DrSR564, Lake Mead Dr, btwn Ivy St & Burkholder StSR564, Lake Mead Dr, .1 mi E of Ash StSR564, Lake Mead Dr, .1 mi W of Mohawk DrWater St, 25ft S of Brown StWater St, 200ft S of Victory StWater St, 200ft S of Pacific AvWater St, 200ft N of Ocean AvMajor Av, 100ft N of Federal StPacific Av, 100ft S of Colorado StPacific Av, 400ft N of Atlantic AvPacific Av, 200ft N of Country Club DrHorizon Dr, 400ft W of Greenway RdCimarron Rd, .1 mi N of SR-589 (Sahara Av)Pueblo Pl, 100ft S of Warm Springs RdPueblo Pl, 100ft S of Aztec LnSR574, Cheyenne Av, .1 mi E of SR-599 (Rancho Rd)SR574, Cheyenne Av, .4 mi W of MLK Bl

 8,450 

 9,750*

 5,550  3,900  3,600  2,000 

 360 

 26,300 

 1,600 

 36,000 

 28,200*

 27,200 

 23,700*

 16,200 

 6,750 

 10,900 

 8,250* 4,600* 4,700*

 2,350  5,350  7,550 

 21,600 

 7,950 

 160* 560*

 30,500 

 34,500*

 8,250  9,850  5,750  3,800  3,650  2,000 

 360 

 28,400 

 1,650 

 31,000  35,500  28,800  23,300  17,100 

 7,550 

 10,500 

 6,950  3,850  4,750  2,400  5,650  8,400 

 24,300 

 8,450  1,550 

 270 

 28,400  35,500 

 8,150  9,600  6,300  3,800  3,600  2,050 

 550 

 29,700 

 1,550 

 33,000  33,000  28,800  22,900  17,300 

 7,500 

 10,400 

 7,300*

 3,350  4,600  2,200  5,550  8,550 

 23,800 

 8,250  2,000 

 500 

 27,100  35,000 

 8,200  9,850  5,650  3,550  3,700  2,150 

 390 

 28,700 

 1,650 

 30,500  37,000  29,900  24,600  18,800 

 6,600  9,800 

 6,850* 3,250*

 4,150  2,250  4,950  7,250 

 23,800 

 8,450  1,900 

 480 

 30,500  36,500 

 7,600  9,900  5,700  3,900  3,600  2,200 

 400*

 28,000 

 1,600 

 28,000  43,000  33,000  28,000  21,000 

 6,700  9,500  6,600  3,100  4,200  2,100  4,600  6,800 

 24,000 

 8,200*

 1,400 

 470 

 28,000  34,000 

 7,400  9,400  5,400  3,800  3,500  2,100 

 350 

 28,000 

 1,500 

 27,000 

 42,000*

 31,000  26,000  20,000 

 6,400*

 9,700  6,800  3,100  4,100  2,000  4,500  6,700 

 23,000 

 7,100  1,700 

 530 

 28,000  34,000 

 7,300  9,400  5,400  3,600  3,500  2,100 

 350 

 28,000 

 1,400 

 27,000  42,000  30,000  25,000  19,000 

 6,300  9,800  6,800  3,000  3,900  1,600  4,300  6,400 

 22,000 

 6,800  1,500 

 480 

 27,000  32,000 

 7,400  9,400  5,600  3,800 

 3,200*

 1,800 

 340 

 27,000 

 1,500 

 24,000  42,000 

 30,000* 25,000* 19,000*

 5,600  9,400  7,100  2,700  3,500  1,900  4,300  6,700 

 22,000 

 6,100  1,700 

 540 

 26,000  31,000 

 6,500  9,000  5,200  3,500  3,400  1,700 

 350*

 26,000 

 1,300 

 21,000  42,000  28,000  24,000 

 17,000*

 5,400  9,000  6,300  2,800  4,000  2,000  4,200  6,500 

 22,000 

 6,300  1,800 

 650 

 27,000*

 32,000 

 6,600 

 10,500 

 5,900  4,200  2,900  2,000 

 350*

 25,000 

 1,400 

 23,500  38,500 

 27,500*

 19,500  19,000 

 5,000  8,300  5,400  2,400  3,400 

 2,000*

 3,900  6,200 

 20,000 

 5,300 

 1,800*

 600 

 28,500  33,500 

* Data Adjusted or Estimated E-179
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0030496003049700304980030503003050500305060030509003051100305120030514003051600305170030519003052100305220030523003052400305250030526003052800305290030532003053500305360030537

SR574, Cheyenne Av, .1 mi E of Pecos RdCommerce St, .2 mi N of Carey AvGowan Rd, 300ft W of Buffalo DrCarey Av, .2 mi W of SR-607 (Civic Center Dr)SR147, Lake Mead Bl, .2 mi E of Civic Center Dr & 50ft E of Daley StSR147, Lake Mead Bl, .1 mi E of Nellis BlCarey Av, .4 mi E of Nellis BlVegas Dr, .1 mi W of MLK BlOwens Av, .1 mi E of MLK BlOwens Av, 100ft E of SR-601 (Main St)Los Feliz St, .1 mi S of SR-147 (Lake Mead Bl)SR578, Washington Av, .1 mi W of SR-604 (Las Vegas Bl)Washington Av, .2 mi E of Bruce StE Bonanza Rd, 150ft E of 19th StE Bonanza Rd, 150ft W of Mojave RdE Bonanza Rd, .2 mi E of Lamb BlStewart Av, 200ft E of SR-601 (Main St)Mojave Rd, .2 mi N of SR-159 (Charleston Bl)Marina Dr, 150ft W of Ville DrStewart Av, 150ft W of 10th StEvans Av, .2 mi E of Civic Center DrOgden Av, 100ft E of 4th StIR215, W/B on-ramp of the McCarran/Warm Springs Intch 'Exit 9' from E/B Warm Springs RdUS95, S/B on-ramp of the Centennial Intch 'Exit 91' from CL-215Carson Av, btwn 4th St & SR-604 (Las Vegas Bl)

 21,300 

 7,000 

 5,000*

 14,800  39,500 

 28,900*

 3,350 

 12,700* 16,200* 10,400*

 1,950 

 15,500  14,900 

 18,400*

 25,900  23,800 

 8,750  8,050 

 210 

 7,700  4,500  9,000  3,450  8,100 

 21,900 

 7,550  6,100 

 15,200  44,000  30,500 

 3,400*

 11,700  13,900  10,900 

 2,000 

 17,100  15,800 

 18,400* 29,000*

 25,800 

 9,950  8,650 

 230 

 8,600  5,100  8,900  3,300  7,800 

 20,600 

 8,700  5,900 

 16,600  43,000  32,000 

 4,050 

 12,400 

 15,000* 11,000*

 1,850 

 17,800  16,600  20,000  28,600  25,200  10,000 

 8,700 

 230 

 8,300  5,200 

 10,300 

 3,500 

 12,100 

 8,050 

 22,000 

 9,700  5,850 

 17,000  44,000  32,000 

 4,200 

 15,300 

 15,600* 10,900*

 1,950 

 18,000  17,000  19,700  29,100  24,900  10,300  10,100 

 260 

 8,050*

 5,250 

 10,000*

 3,950 

 14,800 

 8,000*

 22,000 

 10,000*

 6,000 

 16,000  42,000 

 32,000*

 3,900 

 15,000  16,000  11,000 

 1,900 

 18,000  17,000  19,000  28,000  26,000 

 9,400 

 9,800*

 220 

 7,900 

 5,300*

 7,200  3,900 

 16,000 

 7,000 

 21,000 

 9,800*

 5,400 

 14,000  39,000  30,000 

 3,600 

 13,000  14,000  11,000 

 1,900 

 16,000  15,000  15,000  26,000  24,000 

 8,900  8,000 

 220 

 7,400  3,500  7,300  3,500 

 15,000 

 6,800 

 20,000 

 7,100  5,300 

 17,000  32,000  30,000 

 4,400 

 12,000  15,000  12,000 

 1,900 

 11,000  12,000  15,000  26,000  22,000 

 9,800  7,700 

 260 

 8,000  3,500  7,900  3,200 

 17,000 

 6,700 

 20,000*

 7,100  5,000 

 12,000  36,000  30,000 

 4,400 

 11,000  14,000 

 11,000*

 1,900 

 12,000  12,000  14,000  25,000  23,000 

 8,500  7,500 

 240 

 6,200  4,800  7,600  3,300 

 16,000 

 5,800 

 21,000 

 7,100  4,800 

 11,000  36,000  28,000 

 3,700 

 12,000  13,000  10,000 

 2,000 

 13,000  12,000  14,000 

 25,000*

 23,000 

 8,600*

 7,100 

 240 

 5,600  4,800  7,700  3,100 

 15,000 

 6,200 

 20,000*

 6,600  5,300 

 10,000 

 35,000* 27,500*

 3,700 

 10,000  12,000 

 9,500  1,800 

 12,500  12,000  14,500  23,000 

 22,000*

 8,000  6,200 

 350 

 5,600 

 4,700*

 8,400  3,100 

 16,500 

 6,300 

* Data Adjusted or Estimated E-180
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0030538003053900305400030541003054300305440030545003054600305470030548003055200305530030556003055700305580030559003056000305610030562003056300305640030565003056600305670030569

Carson Av, btwn 8th St & 9th StBridger Av, btwn SR-601(Main St) & First StIngram St, in Overton at the RxR tracksBridger Av, btwn 3rd St & 4th StBridger Av, btwn 6th St & 7th StBonneville Av, btwn SR-601 (Main St) & First StRobindale Rd, 300ft E of Pecos RdColorado St, 50ft W of Nevada HwBonneville Av, btwn SR-604 (Las Vegas Bl) & 6th StWhitmore St, in Overton at the RxR tracksSR159, Charleston Blvd, 300ft E of Torrey Pines DrSR159, Charleston Bl, .1 mi W of Mohawk StSR159, Charleston Blvd, .1 mi W of Sandhill RdSR159, Charleston Blvd, 200ft E of SR-610 (Lamb Bl)W Oakey Bl, .1 mi W of SR-599 (Rancho Rd)W Oakey Bl, .1 mi E of SR-599 (Rancho Rd)Wyoming Av, 500ft W of Industrial RdDonovan Wy, N of SR-573 (Craig Rd)SR589, E Sahara Av, btwn Westwind Rd & Lindell RdSR589, E Sahara Av, .1 mi E of the Boulder HwSR589, E Sahara Av, .1 mi E of SR-610 (Lamb Bl)Desert Inn Rd, .1 mi W of Paradise RdDesert Inn Rd, .1 mi E of Paradise RdDesert Inn Rd, .1 mi E of Maryland PkDesert Inn Rd, .2 mi W of Sandhill Rd & 25ft E of Brentwood St

 3,700*

 7,850 

 50 

 10,000 

 3,650*

 7,100  5,750  1,250  4,850 

 470 

 42,500 

 42,600* 29,700*

 48,000  11,100 

 12,600* 21,000* 53,900*

 23,300  25,500 

 43,100* 38,100*

 42,500  38,200 

 3,200  7,900  9,850  3,900  8,200  5,750  1,250  5,950 

 38,500  42,000  32,000  54,500  13,400  13,400  16,000 

 4,000 

 58,000  25,200  29,000 

 43,000* 38,000*

 45,000  39,500 

 3,600  8,050 

 50*

 9,700 

 3,900*

 9,200  5,550  1,200  6,350 

 480 

 37,000  40,000  34,000  57,000  14,800  15,000  19,200 

 5,200 

 61,000  27,200  29,500  46,000  42,000  49,000  40,000 

 3,450 

 8,050*

 70*

 9,350 

 4,350* 9,500*

 5,700  1,400 

 6,600*

 440 

 38,000  38,500  37,500 

 56,500*

 16,000  15,800  17,800 

 4,650 

 57,500  27,300  30,500  47,000  41,000  46,500 

 37,500*

 4,800  7,200 

 50 

 7,500  4,200 

 10,000 

 5,800  1,400  6,600 

 450*

 40,000  40,000  34,000  56,000  14,000  14,000  17,000 

 3,100 

 54,000  28,000  29,000  44,000  37,000 

 45,000*

 40,000 

 3,300 

 6,900*

 70 

 7,200  3,600  7,900  5,000  1,300  4,700 

 430*

 37,000  37,000  33,000  54,000  13,000  13,000  15,000 

 1,500 

 49,000  25,000  29,000  40,000  38,000  40,000  37,000 

 2,900  7,300 

 60*

 7,900  3,600  7,400  5,000  1,300  4,300 

 430*

 35,000  37,000  33,000  55,000  13,000  13,000  14,000 

 1,500 

 48,000  25,000  28,000  38,000  36,000  37,000  37,000 

 2,500  5,800 

 60*

 7,500 

 3,400*

 7,800  4,400  1,300  4,100 

 450*

 33,000  37,000  31,000  54,000 

 8,100  8,400 

 11,000 

 1,600 

 45,000  24,000  27,000  38,000 

 36,000*

 37,000  35,000 

 2,300  5,300 

 60*

 6,700  2,900 

 7,400*

 4,600  1,200  3,700 

 450*

 32,000  35,000  29,000  55,000 

 9,000 

 8,500*

 12,000 

 1,800 

 40,000  22,000  25,000  35,000 

 35,000*

 34,000 

 35,000*

 1,700  5,900 

 60*

 6,500  3,000 

 7,300*

 4,400  1,400  3,400 

 400 

 32,500  31,500  31,000 

 54,000*

 6,900  8,200 

 12,000 

 1,600 

 39,500  21,500  23,000  37,500  35,000  34,500  34,000 

* Data Adjusted or Estimated E-181
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

00305700030574003057500305760030577003057800305790030581003058200305830030584003058500305860030587003058800305900030592003059300305950030596003059700305980030599003060000306030030604

Spring Mountain Rd, 350ft E of Arville StSR592, Flamingo Rd, .1 mi E of Decatur BlSR592, Flamingo Rd, 200ft E of Hotel Rio DrSR592, Flamingo Rd, 800ft E of Koval LnSR592, Flamingo Rd, 350ft E of Palos Verdes StSR592, Flamingo Rd, 400ft W of Pecos BlSR593, Tropicana Av, 300ft W of Maryland PkSR593, Tropicana Av, 200ft W of McLeod DrSR593, Tropicana Av, 300ft W of the S/B off-ramp of US-95SR593, Tropicana Av, .1 mi E of the N/B off-ramp of US-95SR593, Tropicana Av, .1 mi E of Mountain Vista StRussell Rd, .1 mi W of Maryland PkRussell Rd, 300ft E of Loading StripRussell Rd, 500ft E of Topaz St (20ft E of Horeshoe Dr)Russell Rd, 50ft W of Palm AvSR596, Jones Bl, 200ft N of Evergreen AvSR596, Jones Bl, .1 mi N of US-95 (Las Vegas Ex)SR596, Jones Bl, .1 mi S of Vegas DrJones Bl, .1 mi S of Gowan RdDecatur Bl, .2 mi N of Tropicana AvDecatur Bl, 250ft N of SR-592 (Flamingo Rd)Decatur Bl, 500ft N of Spring Mountain RdMagnasite Av, in Overton at the RxR tracksDecatur Bl, .2 mi N of SR-589 (Sahara Av)Berg St, S of La Madre Wy & N of Lone Mountain RdDecatur Bl, 300ft S of US-95 (Las Vegas Ex)

 39,200  89,000 

 71,000*

 64,500  51,500  59,000  52,500 

 63,100* 42,000* 32,500*

 29,500  25,400 

 19,400*

 21,400  35,000  37,500  27,900  10,500  32,500  38,000  41,500 

 70 

 45,000*

 3,250 

 52,000*

 40,000  99,000  73,000  68,500  54,500  64,000  55,500  59,000  44,000  35,500  33,000  26,100  20,600  21,300  30,500  35,000 

 28,000*

 11,200  35,500  41,000  44,500  49,000  53,000 

 43,500  89,000  66,500  62,500 

 55,000*

 62,000  55,500  59,500  45,000  35,500  32,500 

 26,000*

 21,400  22,700  29,500 

 34,000*

 27,300  11,500  37,000 

 41,000*

 44,500 

 40 

 47,000 

 720 

 51,000 

 44,000 

 64,000*

 89,500  64,500  61,000 

 53,500*

 64,500  55,000  58,500 

 45,500*

 36,500  33,500 

 26,100*

 21,500  23,300  28,300 

 28,500*

 23,700  11,000 

 39,000* 42,000*

 45,500 

 70 

 48,500 

 850 

 51,500 

 44,000 

 65,000*

 87,000  63,000  61,000  54,000  62,000  50,000 

 53,000*

 42,000  33,000  32,000 

 26,000*

 21,000  22,000  21,000 

 21,000*

 22,000  11,000  36,000  41,000  43,000 

 60 

 46,000 

 990 

 57,000 

 41,000 

 64,000*

 80,000  63,000  60,000  50,000 

 58,000*

 47,000  53,000  42,000  32,000  30,000  25,000  20,000  22,000  26,000  29,000  23,000  10,000  31,000  39,000  42,000 

 80 

 42,000 

 630 

 52,000 

 40,000 

 64,000*

 72,000  58,000  57,000  48,000  59,000  49,000  53,000  41,000  32,000  28,000  22,000  17,000  19,000  30,000  27,000  24,000 

 9,700 

 36,000  39,000  41,000 

 70*

 35,000 

 380 

 45,000 

 39,000 

 63,000*

 65,000  51,000  49,000  45,000  52,000  48,000  52,000  40,000  31,000  28,000  21,000  18,000  20,000  22,000  28,000  22,000 

 9,000 

 35,000  36,000  39,000 

 60*

 42,000 

 500 

 49,000 

 38,000 

 64,000*

 62,000  57,000  52,000  46,000  54,000  45,000  50,000  38,000  29,000  26,000  22,000  16,000  18,000  25,000  28,000  21,000 

 8,700 

 36,000  35,000  37,000 

 60*

 40,000 

 370 

 50,000 

 39,000 

 63,000* 61,000*

 54,000  49,500  40,500  50,500  45,500  46,500  36,000  28,500  25,500  21,500  15,500  18,000 

 25,000*

 24,500 

 20,000*

 7,900 

 34,500  34,000  37,500 

 60*

 42,000 

 250 

 49,000 

* Data Adjusted or Estimated E-182
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0030605003060600306070030608003060900306100030611003061200306140030615003061600306170030618003061900306200030622003062400306250030626003062700306280030629003063000306310030633

Decatur Bl, .1 mi N of W Washington AvDecatur Bl, .2 mi N of Vegas DrDecatur Bl, 300ft S of Smoke Ranch RdDecatur Bl, .2 mi S of Rancho Dr & 75ft N of Bevvie DrStatz St, N of Lone Mountain Rd & S of Washburn RdValley View Bl, .1 mi S of SR-589 (Sahara Av)Valley View Bl, 150ft N of La Pasada Av & .25 mi N of Sahara AvValley View Bl, .1 mi N of W Oakey BlSR599, Rancho Dr, .4 mi S of SR-159 (Charleston Bl) btwn Laurie & Llewllynn DrSR599, Rancho Dr, 250ft S of Vegas DrSR599, Rancho Dr, .1 mi S of Carey AvSR599, Rancho Dr, .1 mi N of Carey AvSR599, Rancho Dr, .1 mi S of SR-574 (Cheyenne Av)Martin L King Bl, .2 mi S of Alta DrDonovan Wy, 100ft S of Donovan WyMartin L King Bl, .2 mi N of Owens AvMartin L King Bl, .7 mi S of SR-574 (Cheyenne Av)Casino Center Bl, btwn Clark Av & Lewis Av4th St, btwn Clark Av & Lewis Av4th St, 100ft S of Ogden AvParadise Rd, 200ft N of Sands AvMaryland Pk, 200ft N of Hacienda AvMaryland Pk, 500ft S of SR-592 (Flamingo Rd)Maryland Pk, 900ft N of SR-592 (Flamingo Rd)Maryland Pk, .1 mi N of Desert Inn Rd

 38,800*

 29,700  20,400  17,300 

 620 

 29,200* 31,000* 20,500* 22,400* 44,200*

 40,000  37,000  29,000  14,400 

 2,800 

 31,000 

 27,900*

 7,100*

 7,300 

 7,500*

 45,000*

 19,600 

 35,200*

 40,500 

 41,000*

 37,000  33,500  22,500  21,400  30,500  26,000 

 22,000*

 19,800  47,500  44,000  40,000  31,500  16,400  37,500  36,000 

 7,100*

 6,600  7,850 

 43,000  20,800  38,500  44,000  43,500 

 39,000  35,000  24,800  21,200 

 620 

 30,500  27,100  24,600  21,400  50,500  46,000  42,000  33,000  16,300 

 2,850 

 36,000 

 35,000*

 7,100* 6,600* 7,800*

 42,000  22,000  38,500 

 44,000*

 44,000 

 43,500  38,500  26,700  23,800 

 660 

 31,500  27,800  25,800  24,100  46,500  44,500  41,000  33,500  16,400 

 2,350 

 41,500 

 40,500*

 7,100* 8,250* 8,100*

 41,500  22,200  36,500 

 43,000*

 43,000 

 43,000  38,000  26,000  23,000 

 6,300 

 28,000  25,000 

 25,000*

 22,000  50,000  46,000  43,000  33,000  15,000 

 2,300*

 40,000  39,000 

 7,100*

 6,600  8,500 

 41,000  22,000 

 35,000*

 41,000  39,000 

 40,000  35,000  25,000  22,000 

 5,300 

 27,000  25,000  22,000  23,000  50,000  46,000  42,000  31,000  17,000 

 1,400 

 46,000*

 44,000 

 6,700*

 6,100  8,400 

 40,000*

 19,000  33,000  38,000  38,000 

 35,000  33,000  23,000  21,000 

 5,400*

 26,000  25,000  23,000  22,000  49,000  43,000  40,000  28,000  14,000 

 1,600 

 38,000  37,000 

 7,200  6,600  8,800 

 37,000  19,000  36,000  41,000  39,000 

 36,000  33,000  23,000  20,000 

 2,200 

 24,000  20,000  17,000  18,000  46,000  41,000  37,000  27,000  12,000 

 1,700 

 28,000  28,000 

 6,200*

 5,900  7,600 

 35,000  17,000 

 32,000* 36,000*

 34,000 

 37,000  32,000  23,000  19,000 

 2,300 

 24,000*

 22,000  19,000  18,000  47,000  42,000 

 38,000*

 27,000  13,000 

 1,800 

 34,000  35,000 

 4,700  5,200  6,800 

 35,000  17,000  26,000 

 36,000*

 35,000 

 36,000  31,500  21,500  19,500 

 1,800 

 24,000* 21,500* 18,500*

 20,000  45,000  41,000  38,000  28,500 

 12,500*

 1,500 

 37,000  38,000 

 4,100  4,600  7,300 

 35,000  16,500  24,500  32,000  36,500 

* Data Adjusted or Estimated E-183
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

003063500306360030637003063800306390030640003064200306430030644003064500306460030647003064800306510030652003065400306550030656003065700306580030659003066000306610030662003066300306650030667

Maryland Pk, .1 mi N of Sahara Av btwn Exley Av & San Pedro DrMaryland Pk, .1 mi N of SR-159 (Charleston Bl) 50ft N of Bonneville AvMaryland Pk, .1 mi S of E Bonanza RdMaryland Pk, 300ft N of E Bonanza RdFiesta Henderson, .1 mi N of Waterwheel Falls DrBruce St, 125ft N of Todd AvPost Rd, 100ft E of Ensworth StBruce St, .1 mi N of SR-147 (Lake Mead Bl)Eastern Av, .2 mi N of Patrick LnEastern Av, 300ft S of Reno AvEastern Av, 200ft N of Harmon AvEastern Av, 600ft N of SR-592 (Flamingo Rd)Eastern Av, .1 mi N of Desert Inn RdEastern Av, 300ft S of Stewart AvEastern Av, .2 mi N of Washington AvEastern Av, 100ft N of SR-147 (Lake Mead Bl)Pecos Rd, .2 mi S of SR-593 (Tropicana Av)Pecos Rd, .2 mi N of SR-593 (Tropicana Av)Pecos-McLeod Rd, 300ft S of Twain AvMcLeod Dr, 100ft S of Karen AvSt Louis Av, 500ft E of Boulder Hw (Freemont St)Pecos Rd, 150ft S of Stewart AvTurtleback Rd, .1 mi N of Pioneer BlPecos Rd, btwn Lilis Av & Glendale AvPecos Rd, .1 mi N of SR-604 (Las Vegas Bl)Hardy Wy, .2 mi E of Horizon BlHafen Ln, .2 mi E of SR-170 (Riverside Rd)

 28,700  17,100  11,200 

 7,550  9,200 

 170 

 6,200 

 38,400*

 37,000  38,000  36,000 

 33,800* 31,700*

 36,000  22,400  31,500  27,300  20,500  10,900  12,100  17,200  19,200  17,400 

 31,000 

 17,000*

 11,300 

 7,600  4,100 

 10,500 

 6,200*

 44,000  39,500  40,000  38,000  35,500  34,500  36,000  24,300  33,500  30,000  22,100  11,200  12,600  20,500  19,600  17,100 

 30,500  17,100  12,000 

 8,250  4,050 

 10,700 

 220 

 6,900 

 45,000  45,000  41,500  39,500  38,000  36,000  37,000 

 25,000*

 34,000  30,000  22,200  10,800  12,700  19,400 

 24,000* 18,000*

 31,500 

 17,000* 12,500*

 7,750  4,100 

 10,200 

 260 

 7,400 

 48,500  42,000 

 42,500*

 40,500  38,500  36,500  36,000 

 23,800*

 33,500  30,500 

 22,100*

 12,000  14,400  21,800 

 3,900 

 24,100* 19,200*

 5,700 

 30,000  17,000  12,000 

 7,500  4,200 

 10,000 

 240 

 6,700 

 46,000  41,000  42,000  39,000  37,000  35,000 

 34,000*

 22,000  32,000  28,000  21,000  12,000  14,000  22,000 

 3,100 

 22,000  20,000 

 880 

 3,700 

 26,000  14,000  11,000 

 7,600*

 4,300  8,100 

 250*

 7,000 

 42,000  39,000  33,000  33,000  34,000  35,000  38,000  22,000  31,000  27,000  21,000  11,000  12,000  20,000 

 3,000 

 20,000  18,000 

 970 

 3,300 

 27,000  15,000  11,000 

 7,600  4,100 

 11,000 

 360 

 7,600 

 39,000  36,000  38,000  36,000  36,000  34,000  39,000  24,000  29,000  25,000  19,000  11,000  12,000  22,000 

 2,900 

 20,000  18,000 

 890 

 3,100 

 25,000  13,000 

 9,600  6,600  4,200  8,900 

 490 

 6,300 

 39,000  37,000  36,000 

 36,000*

 34,000 

 31,000*

 39,000  18,000  28,000  24,000  18,000 

 9,800 

 11,000 

 20,000*

 2,700 

 19,000  17,000 

 860 

 2,800 

 24,000  12,000 

 9,500 

 6,600*

 4,200  8,000 

 620 

 5,800 

 42,000  36,000  36,000  34,000  33,000 

 31,000*

 31,000  17,000  27,000  22,000  16,000  10,000  10,000  17,000 

 2,600*

 16,000*

 14,000 

 780 

 2,900 

 23,000  11,500 

 9,000  5,800  4,100  8,000 

 550 

 5,500 

 37,500  34,500  40,000  32,500  32,000 

 31,000* 30,000*

 16,500  24,500  20,500  15,000 

 8,900 

 9,800*

 18,000 

 2,700 

 16,500 

 15,000*

 800 

 2,400 

* Data Adjusted or Estimated E-184
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0030668003066900306700030671003067200306750030676003067700306780030679003068000306810030682003068500306860030687003068800306890030691003069200306940030695003069600306970030698

Mountain Vista St, .1 mi S of SR-593 (Tropicana Av)IR15, from MLK to I-15 N/BSR612, Nellis Bl, 100ft S of Harmon AvSR612, Nellis Bl, .1 mi N of SR-592 (Flamingo Rd)SR612, Nellis Bl, 150ft N of Linda AvSR612, Nellis Bl, .1 mi S of SR-579 (E Bonanza Rd)SR612, Nellis Bl, 100ft N of E Monroe AvSR612, Nellis Bl, .1 mi N of SR-147 (Lake Mead Bl)SR612, Nellis Bl, 300ft S of Alto DrSR612, Nellis Bl, 300ft N of SR-574 (Cheyenne Av)SR612, Nellis Bl, .1 mi S of SR-604 (N Las Vegas Bl)SR592, Flamingo Rd, .3 mi E of SR-595 (Rainbow Bl)SR592, Flamingo Rd, .3 mi W of Decatur Bl & 500ft W of Edmund StMountain Vista St, .6 mi N of SR-562 (Sunset Rd)Callville Bay Rd, .1 mi E of N Shore Rd to OvertonNeedles Hw, .5 mi S of SR-163 (Laughlin Hw)Needles Hw, .1 mi S of Bruce Woodbury DrSR163, Davis Dam Rd, .4 mi E of Needles HighwayCasino Dr, .1 mi S of Davis Dam RdBruce Woodbury Dr, .6 mi W of Edison DrPecos Rd, .1 mi N of E Bonanza RdUS95, S/B off-ramp of the RxR Pass IntchUS95, S/B on-ramp of the RxR Pass IntchSR171, Airport Co, Warm Springs W/B on-ramp to N/B ConnectorUS95, off-ramp from US-93 N

 22,700 

 1,450 

 18,200* 38,100* 36,900*

 51,700  41,100  32,500  30,500  26,500  21,300 

 38,000* 58,000* 22,400*

 560 

 1,900 

 11,200 

 6,550 

 270 

 10,200  23,100 

 4,400 

 530 

 3,100 

 460 

 20,700 

 970 

 19,600*

 37,500  36,000  58,000  43,000  35,000  33,000  29,300  24,500  53,500  63,500 

 24,000*

 580 

 1,900*

 10,800 

 6,600 

 270*

 9,550 

 26,000 

 4,950 

 560 

 2,650 

 520 

 20,500 

 1,600 

 22,000*

 42,500  41,000 

 59,000*

 45,000  35,500  32,500  30,500  24,500  53,000  62,500  22,100 

 690 

 1,650 

 11,000 

 6,450 

 250*

 9,500 

 26,000*

 5,250 

 590 

 2,700 

 540 

 22,100 

 1,800 

 22,100*

 41,500  41,500 

 53,500*

 43,500  34,500  32,000  29,000  24,000 

 53,500*

 62,500  22,200 

 520 

 1,750 

 11,200 

 6,850 

 90*

 9,750 

 25,600*

 5,750 

 600 

 2,700 

 620 

 19,000 

 1,700 

 10,000  38,000 

 39,000* 52,000*

 42,000  42,000  33,000  29,000  24,000 

 50,000*

 60,000 

 21,000*

 480 

 1,700 

 11,000 

 6,700 

 100 

 9,100 

 25,000 

 5,500 

 630 

 2,400 

 640*

 18,000 

 1,500 

 10,000 

 38,000*

 39,000  55,000  38,000  36,000  30,000  27,000  22,000 

 50,000*

 56,000  18,000 

 480 

 1,500  9,900  6,300 

 80 

 8,300 

 24,000 

 4,700 

 530 

 2,600 

 540*

 17,000 

 1,900  9,900 

 39,000  40,000  55,000  43,000  34,000  30,000  26,000  22,000  50,000  49,000  21,000 

 470 

 1,400  9,600  6,200 

 80 

 8,300 

 27,000 

 4,400 

 460 

 2,200 

 520 

 18,000 

 1,500  9,700 

 34,000  39,000  53,000  41,000  32,000  28,000  25,000 

 22,000* 49,000*

 48,000  20,000 

 520 

 1,700 

 10,000 

 6,100 

 80*

 8,300 

 24,000*

 3,900 

 380 

 1,800 

 430 

 17,000 

 1,300  9,200 

 34,000* 40,000* 53,000* 41,000*

 32,000  28,000  24,000  21,000 

 48,000*

 47,000  21,000 

 370 

 1,800 

 10,000 

 4,600 

 70*

 9,000 

 21,000 

 3,300 

 420 

 2,000 

 490 

 17,000 

 1,400*

 9,200 

 33,000* 37,000* 49,000*

 40,500  31,500  25,000  23,000 

 20,500* 48,000*

 48,000  20,000 

 350 

 1,500 

 10,000*

 4,400 

 70*

 9,000*

 22,500 

 3,400 

 450 

 2,000 

 450 

* Data Adjusted or Estimated E-185
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0030699003070000307010030702003070300307040030707003070800307090030710003071100307120030713003071500307160030717003071800307190030720003072100307220030723

US95, N/B on-ramp of the RxR Pass IntchUS95, N/B off-ramp of the Valley View Intch 'Exit 77'US95, N/B on-ramp of the Valley View Intch 'Exit 77'US95, S/B off-ramp of the Valley View Intch 'Exit 77'US95, S/B on-ramp of the Valley View Intch 'Exit 77'IR215, W/B on-ramp of the Warm Springs Intch 'Exit 9'from W/B Warm Springs RdUS95, N/B off-ramp of the Jones Intch 'Exit 79'US95, N/B on-ramp of the Jones Intch 'Exit 79'US95, S/B off-ramp of the Jones Intch 'Exit 79'US95, S/B on-ramp of the Jones Intch 'Exit 79'SR595, Rainbow Bl, .2 mi N of Alta DrDecatur Bl, 200ft S of Sunset RdUS95, Maine St, .5 mi N of Lone Mountain RdUS95, .1 mi S of the Craig Intch 'Exit 85'US95, .3 mi S of the Cheyenne Intch 'Exit 83'IR15, btwn the Speedway/Hollywood Intch 'Exit 54' and the Apex Intch 'Exit 58'US95, .3 mi S of the Lake Mead Intch 'Exit 82A'US95, 300ft S of Summerlin/Rainbow Intch 'Exit 81'US95, .4 mi N of the Ann Intch 'Exit 86'SR599, Rancho Dr, to Ann Rd.US95, N/B on-ramp of the Rainbow/Summerlin Intch from Rainbow BlStatz St, .1 mi N of Owens Av

 4,700 

 6,500* 7,800* 7,950* 5,050*

 6,900 

 10,600 

 8,150  9,350 

 10,700  52,500  28,000 

 76,500* 94,900*

 119,000 

 23,000*

 137,000  187,000 

 49,300* 19,050*

 17,200 

 2,150 

 5,400 

 4,600* 6,300*

 6,300  4,600  6,750 

 10,600 

 6,650  6,300 

 11,300  44,000  31,000  90,000 

 104,000  121,000 

 24,000*

 137,000*

 184,000 

 58,500  19,600 

 17,200*

 2,250 

 5,700  6,500  6,500  6,950  5,600  7,100 

 9,600*

 6,150  6,700  9,600 

 51,000 

 33,000*

 94,000 

 117,000  130,000 

 26,000*

 142,000* 182,000*

 70,500 

 21,000*

 10,700 

 2,450 

 6,000  6,500  6,500  6,900  5,600  6,750 

 9,600*

 6,100  6,700  9,600 

 54,500 

 34,500*

 99,000 

 118,000  135,000 

 26,000*

 147,000* 184,000*

 76,500 

 20,100*

 11,600 

 2,350 

 5,600  5,900  5,500  5,500  4,900  7,100  9,400  5,800  5,700  7,200 

 56,000 

 38,000*

 101,000* 117,000*

 137,000 

 26,000*

 152,000*

 186,000 

 78,000  19,000  12,000 

 2,400 

 5,000  6,300 

 6,800*

 6,800 

 5,000*

 6,800  9,900  5,700  6,300  8,500 

 53,000* 36,000*

 103,000*

 122,000  145,000 

 24,000 

 159,000  198,000 

 84,000  19,000  11,000 

 2,100 

 4,800  6,600  6,200  7,200  4,800  6,500 

 10,000 

 6,900  7,500  8,700 

 56,000  38,000 

 108,000  127,000  143,000 

 20,000 

 154,000  200,000 

 78,000  25,000  11,000 

 2,300 

 4,000  6,600  5,200  5,900  5,000  6,800 

 10,000 

 6,300  6,500  8,800 

 52,000  34,000 

 111,000*

 125,000  143,000 

 20,000 

 158,000  202,000 

 83,000 

 19,000*

 10,000 

 2,400 

 3,800  6,500  6,100  7,400  4,600  6,000 

 11,000 

 6,200  6,800  8,800 

 48,000  37,000 

 111,000* 126,000* 145,000*

 19,000 

 189,000* 189,000*

 81,000* 19,000*

 9,100  2,000 

 3,900  5,900  5,300  6,200  4,300  7,100 

 11,000 

 6,000  6,400  9,200 

 50,000  35,500 

 104,000  121,000  140,000 

 21,000 

 157,000 

 190,000*

 83,500 

 19,000*

 9,600  2,300 

* Data Adjusted or Estimated E-186
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

003072400307270030728003072900307310030733003073400307350030736003073800307390030740003074100307420030743003074400307450030746003075000307510030752003075300307540030755003075600307570030758

Owens Av, .4 mi W of Hollywood BlIR215, E/B on-ramp of the Sunset/McCarran Intch 'Exit 10'IR15, Btwn the Saint Rose Intch 'Exit 27' & the Silverado Ranch/Gomer Intch 'Exit 31'IR15, .1 mi N of the Glendale Intch 'Exit 91'IR15, N/B on-ramp of the Charleston Intch 'Exit 41'SR582, Boulder Hw, .2 mi N of Gibson RdSR147, Lake Mead Bl, .4 mi E of Los Feliz StSR573, Craig Rd, 400ft E of US-95 ExSR574, Cheyenne Av, .1 mi W of SR-610 (Lamb Bl)SR596, Jones Bl, 350ft S of Edna AvSR596, Jones Bl, 250ft S of O'Bannon DrWarm Springs Rd, .2 mi E of SR-607 (Eastern Av)Buchanan Bl, 300ft S of Adams BlBuchanan Bl, 300ft S of Club House DrGeorgia Av, .1 mi S of Adams BlUS95, N/B Off-Ramp of the Horse Intch "exit 95".College Dr, .1 mi N of Horizon DrWest Cliff Dr, .1 mi E of Durango DrIR215, W/B off-ramp of the Stephanie Intch 'Exit 3'SR574, Cheyenne Av, 200ft E of off-ramp to US-95SR574, Cheyenne Av, 300ft W of Michael WyLake Mead Bl, .2 mi E of Rainbow BlLake Mead Bl, 200ft W of Michael WyLake Mead Bl, 400ft W of Valley DrWashington Av, 100ft E of Mojave RdWashington Av, 100ft E of Sandhill RdWashington Av, .1 mi W of SR-612 (Nellis Bl)

 4,500*

 20,400 

 47,000*

 18,200 

 8,800 

 31,000*

 2,750 

 34,500  19,800 

 31,000*

 28,300 

 28,000*

 5,500  2,750  3,350 

 9,600*

 11,800*

 2,500 

 46,500  31,000 

 32,200* 25,500*

 23,100  17,100  14,500 

 7,950 

 4,900 

 20,200  54,000 

 19,500*

 9,350 

 32,000 

 2,750 

 31,500  20,300  33,500  29,300  29,600 

 5,400 

 2,800*

 3,350  7,500  9,250  1,650 

 45,000  31,000  28,500  26,200  22,700  18,700  15,700 

 8,700 

 5,800 

 20,300  58,500  20,400 

 9,450 

 34,500 

 2,600 

 31,500  19,500  32,500  31,500  29,400 

 5,450  2,300  3,050  8,450  7,200  2,500 

 46,000  32,500  29,000  26,800  22,100  20,400  17,400 

 9,300*

 4,950 

 21,000  62,500  20,700 

 9,200 

 33,500 

 2,750 

 34,500  20,900  34,000  29,300  28,900 

 5,200  2,150  3,150  7,800  7,350  4,800 

 44,500  33,000  29,900  27,900  23,500  19,200  17,100 

 9,700*

 5,700 

 21,000  22,000 

 8,800 

 31,000 

 2,300 

 33,000  20,000 

 33,000*

 25,000  27,000 

 5,100  2,100  3,200  7,400  6,700  5,400 

 43,000  32,000  30,000  28,000  23,000  20,000  18,000  11,000 

 5,500 

 19,000 

 55,000*

 19,000 

 9,200 

 27,000 

 1,900 

 33,000  18,000  31,000  24,000  24,000 

 4,800  1,800  2,900  7,400  6,100  5,500 

 43,000  32,000  28,000  24,000  19,000  16,000  15,000 

 8,800 

 5,800 

 18,000  58,000  19,000 

 8,400 

 28,000 

 2,100 

 33,000  17,000  31,000  29,000  24,000 

 4,900  1,900  2,900  7,400  5,600  5,300 

 39,000  30,000  23,000  21,000  19,000  15,000  14,000 

 8,600 

 5,700 

 17,000 

 60,000* 18,000*

 8,400 

 25,000 

 1,600 

 33,000  18,000 

 29,000*

 23,000  23,000 

 4,700  2,100  2,700  7,100  5,200  5,200 

 39,000  30,000  24,000  20,000  18,000  15,000  14,000 

 8,700 

 5,300 

 17,000  61,000  19,000 

 8,500 

 22,000 

 1,500 

 37,000  17,000  29,000  24,000  21,000 

 4,300  1,800  2,700 

 5,500*

 6,700  5,200  5,300 

 38,000  30,000  22,000  20,000  16,000  14,000  12,000 

 8,100 

 5,100 

 16,000 

 61,000*

 18,000 

 8,000 

 23,000 

 1,500*

 36,500* 17,000* 29,000* 22,000*

 21,500 

 4,100  1,600  2,700  4,800  6,200 

 5,100*

 6,100 

 35,000  29,500  23,500  20,000  16,500  14,500  12,000 

 7,600 

* Data Adjusted or Estimated E-187
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

00307590030761003076200307630030764003076600307670030768003076900307700030772003077300307740030775003077600307770030779003078000307810030782003078300307840030785

Spring Mountain Rd, 400ft W of Torrey Pines DrEastern Av, btwn Maule Av & Helm DrEastern Av, btwn Robindale Rd & Buckboard LnPecos Rd, 150ft N of Patrick LnPecos Rd, .1 mi N of Smoke Tree LnKoval Ln, .25 mi S of SR-592 (Flamingo Rd)Antelope Wy, 500ft N of Alta DrUS95, S/B On-Ramp of the Horse Intch 'Exit 95'.Lindell Rd, S of SR-160Swenson St, 150ft S of De Met DrSwenson St, 300ft N of SR-583 (Tropicana Av)Swenson St, 600ft S of SR-592 (Flamingo Rd)Swenson St, .1 mi N of SR-592 (Flamingo Rd)Swenson St, 100ft S of Sierra Vista DrJoe W Brown Dr, 100ft N of Desert Inn RdSR146, Lake Mead Dr, .7 mi E of Eastern AvIR515, US-95, N/B on-ramp of the Charleston Intch 'Exit 72'IR515, US-95, N/B on-ramp of the Las Vegas Bl Intch 'Exit 75B'IR515, US-95, S/B off-ramp of the Las Vegas Bl Intch 'Exit 75B'IR515, US-95, S/B on-ramp of the Las Vegas Bl Intch 'Exit 75B'IR515, US-95, N/B off-ramp of the Las Vegas Bl Intch 'Exit 75B'IR515, US-95, btwn the Las Vegas Bl Intch 'Exit 75B' & the Eastern Intch 'Exit 73'IR515, US-95, N/B on-ramp of the Eastern Intch 'Exit 73'

 25,700  36,000 

 31,400* 29,300*

 25,400 

 29,700*

 3,750*

 29,100*

 26,300  20,200  17,100  19,600  15,100  31,100  17,100 

 8,600  8,050  8,050  9,000 

 158,000 

 17,200 

 27,900  36,000  34,500  30,500  26,100  34,000 

 4,400 

 31,000*

 28,200  22,500 

 17,000* 19,600*

 15,700 

 31,000*

 18,000 

 8,650 

 8,600*

 8,550 

 8,600*

 156,000 

 16,800 

 27,700  40,500  35,500  32,500  27,900  34,000 

 3,900 

 33,000*

 29,600  24,400  20,900  22,000  18,600  42,500  18,100 

 7,800*

 7,750  7,900 

 7,900*

 161,000 

 15,500 

 29,200  41,500  38,000  33,000  26,700  36,500 

 3,550 

 31,500*

 28,500  24,300  19,800  20,900  15,500  38,000  16,900 

 8,600*

 7,550  8,350 

 8,950*

 162,000 

 18,100 

 30,000  42,000  38,000  32,000  25,000  36,000 

 3,700 

 26,000*

 25,000  22,000 

 18,000*

 18,000  15,000 

 39,000*

 17,000 

 8,200  7,400  8,300  8,900 

 155,000 

 16,000 

 28,000  41,000  37,000  27,000  22,000  32,000 

 3,300 

 28,000*

 27,000  20,000  16,000  18,000  14,000  37,000  18,000 

 8,300  7,500  7,600  8,500 

 156,000*

 17,000 

 26,000  37,000  33,000  29,000  24,000  33,000 

 3,200 

 27,000  26,000  15,000  11,000  13,000  12,000  37,000  17,000  11,000 

 9,100  8,300  9,000 

 155,000 

 19,000 

 26,000  38,000  34,000  26,000  21,000  27,000 

 4,300 

 25,000*

 24,000  16,000  14,000  14,000  12,000 

 34,000*

 18,000 

 9,200  7,600  7,200  8,100 

 153,000*

 17,000 

 26,000  38,000  33,000  28,000  19,000  31,000 

 4,200 

 5,800*

 200*

 25,000*

 25,000  16,000  15,000  13,000 

 11,000*

 33,000  18,000 

 9,600  8,000  7,100  7,700 

 155,000*

 17,000 

 24,000  35,500 

 32,500*

 22,500  18,500  29,000 

 3,900  5,400 

 500 

 25,000*

 22,500  14,500  13,500  11,500  10,500 

 34,000*

 17,500 

 8,700 

 7,300*

 7,200  7,800 

 153,000*

 16,000*

* Data Adjusted or Estimated E-188
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

003078600307870030788003078900307900030791003079200307950030796003079700307980030799003080000308010030802003080300308040030805

IR515, US-95, S/B off-ramp of the Eastern Intch 'Exit 73'IR515, US-95, S/B on-ramp of the Eastern Intch 'Exit 73'IR515, US-95, N/B off-ramp of the Eastern Intch 'Exit 73'IR515, US-95, .5 mi S of the Eastern Intch 'Exit 73'Eastern Av, 200ft N of the Eastern Intch 'Exit 73'IR515, US-95, S/B off-ramp of the Charleston Intch 'Exit 72'IR15, S/B off-ramp of the Flamingo Intch 'Exit 38' to E/B Flamingo RdCharleston Bl, 400ft E of N/B ramps of US-95Laughlin Bridge, Nevada side of the bridgeSR582, Boulder Hw, .1 mi S of the I-515 rampIR515, US-95, btwn the Boulder Highway & the Flamingo Intch 'Exit 69'IR515, US-95, btwn the Boulder Highway & the Charleston Intch 'Exit 72'IR515, US-95, N/B off-ramp of the Charleston Intch 'Exit 72'IR515, US-95, S/B on-ramp of the Charleston Intch 'Exit 72'IR15, S/B on-ramp of the Craig Intch 'Exit 48' from W/B Craig RdIR515, US-95, N/B on-ramp of the Boulder Highway Intch 'Exit 70'IR515, US-95, N/B off-ramp of the Boulder Highway Intch 'Exit 70'IR515, US-95, S/B on-ramp of the Boulder Highway Intch 'Exit 70'

 16,600 

 5,350  6,500 

 136,000*

 50,900*

 16,500  14,600 

 71,000* 41,200* 41,100*

 132,300* 133,400*

 14,700  16,200 

 9,050 

 10,800 

 9,750 

 10,700 

 16,600 

 5,550 

 6,500*

 137,000*

 53,000  16,800  15,000  74,500  41,000 

 45,000*

 131,000* 134,000*

 15,100  16,700 

 9,400 

 11,200 

 9,700 

 10,200 

 17,100 

 5,500  6,200 

 139,000*

 51,000*

 16,800  16,200  77,000  37,500  48,000 

 130,000* 135,000*

 14,300  16,000 

 9,150 

 12,800 

 9,250 

 10,100 

 16,700 

 5,750  6,550 

 140,000*

 54,500*

 16,600  13,500  75,000  39,000  49,000 

 137,000* 139,000*

 15,100  17,600 

 8,150 

 11,700  10,500  10,700 

 16,000 

 5,400  6,800 

 137,000 

 50,000* 17,000*

 13,000  73,000  36,000 

 51,000*

 134,000  136,000 

 15,000  18,000 

 7,200 

 11,000  10,000  11,000 

 17,000 

 5,200  6,400 

 136,000*

 47,000  16,000  13,000  74,000  34,000  46,000 

 134,000  135,000 

 15,000  17,000 

 6,900*

 11,000  10,000  11,000 

 18,000 

 5,800  6,900 

 134,000 

 51,000  16,000 

 13,000*

 73,000  31,000  44,000 

 133,000  135,000 

 16,000  17,000 

 6,900 

 11,000 

 9,700 

 10,000 

 16,000*

 4,900  5,800 

 131,000 

 51,000  16,000  11,000  69,000 

 31,000*

 42,000 

 128,000  127,000 

 15,000 

 16,000*

 6,900 

 10,000*

 9,000 

 9,700*

 17,000 

 4,600  5,700 

 131,000 

 47,000  16,000  12,000  70,000  30,000 

 42,000*

 128,000 

 129,000*

 14,000  16,000 

 7,500 

 11,000*

 8,400  8,600 

 16,500 

 4,700  5,500 

 131,000 

 46,000*

 15,500  14,000  72,500  31,500  31,500 

 128,000*

 128,000 

 14,500  16,000 

 8,100 

 13,000 

 7,700 

 8,500*

* Data Adjusted or Estimated E-189
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0030806003080700308080030809003081000308110030812003081300308140030815003081700308180030819003082000308210030822

IR515, US-95, S/B off-ramp of the Boulder Highway Intch 'Exit 70'IR515, US-95, N/B on-ramp of the Tropicana Intch 'Exit 37'IR515, US-95, N/B on-ramp of the Flamingo Intch 'Exit 38'IR515, US-95, S/B off-ramp of the Flamingo Intch 'Exit 38'IR515, US-95, S/B on-ramp of the Flamingo Intch 'Exit 38'IR515, US-95, N/B on-ramp of the Flamingo Intch 'Exit 38'IR515, US-95, S/B on-ramp of the Flamingo Intch 'Exit 38'from E/B Flamingo RdIR515, US-95, N/B off-ramp of the Flamingo Intch 'Exit 38'IR515, US-95, btwn the Flamingo Intch 'Exit 38' & the Tropicana Intch 'Exit 37'IR515, US-95, S/B off-ramp of the Tropicana Intch 'Exit 37'IR515, US-95, N/B off-ramp of the Tropicana Intch 'Exit 68'IR515, US-95, S/B on-ramp of the Tropicana Intch 'Exit 68'IR515, US-95, btwn the Tropicana Intch 'Exit 68' & the Russell Intch 'Exit 65'IR515, US-95, N/B on-ramp of the Russell Intch 'Exit 65'IR515, US-95, N/B off-ramp of the Russell Intch 'Exit 65'IR515, US-95, S/B on-ramp of the Russell Intch 'Exit 65'

 10,700  16,800 

 2,850  9,850  2,300  6,650  6,800  8,800 

 130,900*

 16,700 

 6,650  6,600 

 110,000 

 11,700 

 4,480*

 4,650 

 11,200  16,400 

 2,500  9,600  2,400  5,950  7,350  9,300 

 132,000*

 17,000 

 7,450  7,150 

 114,000 

 12,200 

 4,800  4,800 

 11,600  16,400 

 1,900*

 9,050  2,150  6,200  6,800  9,200 

 134,000*

 16,900 

 7,000  6,900 

 115,000 

 12,300 

 4,400  4,500 

 11,100  16,400 

 2,050*

 9,400  2,550  5,750  7,100  9,750 

 141,000*

 17,100 

 7,150  7,250 

 122,000 

 11,200 

 6,000  5,850 

 11,000  16,000 

 3,000  9,300  2,800  5,600  7,300  9,900 

 138,000*

 16,000 

 6,700  6,900 

 120,000 

 11,000 

 7,100  7,200 

 11,000  16,000 

 2,700  8,900  2,400  5,500  6,700  9,100 

 134,000*

 16,000 

 6,700  6,700 

 117,000 

 10,000 

 7,000  7,200 

 9,800 

 16,000 

 2,800  9,100  2,500  5,600  6,400  8,800 

 134,000 

 17,000 

 6,300  6,100 

 114,000 

 10,000 

 6,900  6,900 

 9,300 

 15,000*

 2,900  9,000  2,700  5,300  6,400  9,000 

 130,000 

 16,000 

 6,600  6,600 

 111,000 

 8,400  6,700 

 6,700*

 8,900 

 18,000 

 3,200 

 9,100*

 2,700  5,400  6,200  9,300 

 130,000 

 15,000 

 6,900  6,400 

 112,000 

 8,000  6,600  6,700 

 9,300 

 17,000 

 2,900  8,800  2,700  6,100  6,200  8,900 

 132,000*

 18,500 

 6,100  6,800 

 109,000 

 7,500  6,600  6,700 

* Data Adjusted or Estimated E-190
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

003082300308260030827003082800308290030830003083100308320030833003083400308350030837003083900308400030842003084300308440030845

IR515, US-95, S/B off-ramp of the Russell Intch 'Exit 65'IR515, US-95, N/B on-ramp of the Sunset Intch 'Exit 64A'IR515, US-95, N/B off-ramp of the Sunset Intch 'Exit 64A'IR515, US-95, S/B off-ramp of the Sunset Intch 'Exit 64A'IR515, US-95, S/B on-ramp of the Sunset Intch 'Exit 64A'Sunset Rd, W of Sunset Rd/W of Galleria Mall RdIR515, US-95, btwn the Sunset Intch 'Exit 64A' and the Auto Show Intch 'Exit 62'US95, N/B on-ramp of 215/Henderson IntchUS95, S/B off-ramp of the 215/Henderson Intch to W/B I-215SR564, Lake Mead Dr, .2 mi E of the N/B ramps of the 215/Henderson Intch 'Exit 61'Paradise Rd, 500ft N of SR-592 (Flamingo Rd)SR592, Flamingo Rd, 750ft W of SR-606 (Maryland Pk)SR592, Flamingo Rd, .1 mi E of the I-515 Flamingo Intch 'Exit 69'IR15, btwn the Primm Intch 'Exit 1' & the Jean Intch 'Exit 12'IR15, .3 mi S of the St Rose Intch 'Exit 27'IR15, btwn the CL215 Intch and the Hollywood/Speedway Intch 'Exit 54'IR15, btwn the Valley of Fire Intch 'Exit 75' & the Ute Intch 'Exit 80'IR15, btwn the Ute Intch 'Exit 80' & the Byron Intch 'Exit 84'

 11,700*

 13,900 

 7,900*

 15,000 

 7,850*

 41,500 

 82,600*

 16,600 

 17,500* 49,000*

 34,000  63,300 

 37,100* 41,600* 43,800* 27,300* 18,000* 18,100*

 12,200  16,900  10,500  17,100  10,900  48,000 

 87,500* 19,000* 19,000* 49,000* 40,000*

 86,500  36,500  45,500  49,000  31,000 

 19,500* 19,500*

 12,300  17,400 

 11,000*

 16,100  10,100 

 50,000* 88,000* 19,000* 19,000* 45,000* 36,000*

 67,000  35,000  44,000 

 48,000*

 33,500  20,000  19,800 

 11,500  13,700 

 11,200*

 13,100  11,900 

 48,500*

 101,000*

 11,000* 19,000* 55,500* 40,500*

 65,500  38,500  46,500 

 50,500*

 33,000  20,000  20,000 

 11,000  13,000  13,000  14,000  14,000  32,000 

 113,000 

 11,000  19,000  58,000  35,000  64,000  38,000 

 46,500* 46,000*

 34,000  20,000  20,000 

 11,000  12,000  12,000  13,000  13,000  28,000 

 110,000 

 11,000  20,000  59,000  33,000  63,000  36,000 

 40,000* 44,000*

 31,000 

 19,000*

 19,000 

 10,000 

 12,000* 12,000* 13,000* 13,000*

 28,000 

 108,000 

 10,000  20,000  55,000  33,000  61,000  32,000  43,000  46,000  26,000  18,000  19,000 

 8,600  9,500  9,100  8,700 

 10,000  26,000 

 106,000 

 10,000  20,000  54,000  33,000 

 54,000*

 34,000  43,000 

 47,000* 33,000*

 18,000 

 18,000*

 8,200  9,400  9,600  9,000 

 11,000  26,000 

 110,000*

 10,000  20,000 

 55,000* 33,000*

 57,000  35,000 

 43,000* 46,000* 32,000*

 18,000  18,000 

 7,600  9,200  9,100  8,500 

 10,500  23,500 

 105,000 

 9,600 

 20,500  52,500  34,500  53,500 

 34,000* 45,000* 47,000*

 31,000  17,500  17,500 

* Data Adjusted or Estimated E-191
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

003084600308470030848003084900308500030851003085300308540030855003085600308570030858003085900308600030861003086200308630030864

IR15, Btwn the Byron Intch 'Exit 84' and the Hidden Valley Intch 'Exit 88'IR15, btwn the Moapa Intch 'Exit 90' & the Glendale Intch 'Exit 91'IR15, btwn the W Mesa Rest Area & Carp/Elgin Intch 'Exit 100'IR15, btwn the Carp/Elgin Intch 'Exit 100' & the E Mesa Intch 'Exit 109'IR15, btwn the E Mesa Intch 'Exit 109' & the Riverside/Bunkerville Intch 'Exit 112'US95, .8 mi N of SR-163 (Laughlin/Davis Dam Rd)US95, N/B off-ramp of the Rainbow/Summerlin Intch to Rainbow BlUS95, N/B on-ramp from Summerlin Pk (E/B flyover)US95, S/B off-ramp of the Rainbow/Summerlin Intch to W/B Summerlin PkUS95, S/B off-ramp of the Rainbow/Summerlin Intch to Rainbow BlUS95, S/B on-ramp of the Rainbow/Summerlin Intch from E/B Summerlin PkSummerlin Pk, E/B off-ramp of Summerlin Pk Intch to Rainbow BlStewart St, .2 mi E of Nellis BlChristy Ln, 200ft N of Washington AvIR215, W/B on-ramp of the Stephanie Intch 'Exit 3'Rainbow Bl, S of the Rainbow/Summerlin Intch 'Exit 81A' & N of Westcliff DrMaule Av, E of Ft Apache RdUS95, S/B on-ramp of the Rainbow/Summerlin Intch from S/B Rainbow Bl

 18,100* 16,000*

 15,900  16,000  16,100 

 7,700 

 2,450* 5,350*

 13,400  10,400  33,500 

 8,700*

 12,900*

 3,600 

 15,700  60,800 

 2,950 

 19,500* 17,500*

 16,500  16,500  16,500 

 8,000 

 2,450* 5,350*

 15,000* 11,000* 33,500*

 8,700*

 14,300 

 4,000 

 20,300 

 60,800*

 3,900 

 19,600 

 18,200*

 17,700  18,000  18,500 

 8,500  8,500 

 10,100  12,600 

 9,050 

 29,500 

 3,850 

 14,900 

 4,200 

 19,100 

 61,000*

 3,800*

 20,000 

 21,100*

 18,100  18,100  18,600 

 8,750  9,000 

 12,900  15,300  10,600  34,500 

 2,750 

 15,900 

 4,450 

 14,700 

 64,500* 11,500*

 20,000 

 21,000*

 19,000  19,000  20,000 

 9,300  8,400 

 14,000  16,000  10,000  32,000 

 2,600 

 17,000 

 4,300 

 15,000 

 63,000* 10,000*

 18,000 

 19,000*

 17,000  17,000  17,000 

 8,100  8,400 

 15,000*

 15,000 

 10,000*

 33,000 

 2,500 

 15,000 

 3,800 

 14,000 

 60,000*

 10,000 

 19,000  19,000  17,000  17,000  17,000 

 8,000  9,900 

 12,000  15,000  18,000  30,000 

 2,400 

 16,000 

 3,800 

 14,000  63,000  10,000 

 18,000 

 18,000* 17,000*

 17,000 

 17,000*

 7,300 

 10,000  14,000  10,000  15,000  34,000 

 2,700 

 16,000 

 3,900 

 14,000 

 59,000*

 10,000 

 18,000  19,000  18,000  18,000  17,000 

 6,600 

 10,000  12,000  13,000 

 8,900 

 35,000 

 2,800 

 16,000 

 3,800 

 13,000 

 60,000*

 5,000*

 11,000 

 17,500  17,000  17,000 

 18,000* 18,000*

 6,600 

 10,000  13,000  13,500 

 9,100 

 36,000 

 2,700 

 15,000 

 3,700*

 14,500 

 58,500*

 2,200 

 10,500 

* Data Adjusted or Estimated E-192
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0030865003086600308670030868003086900308700030871003087200308730030874003087500308760030877003087800308790030880003088100308820030883003088400308850030886

US95, N/B off-ramp of the Rainbow/Summerlin Intch to W/B Summerlin Pk (Summerlin Flyover)Summerlin Pk, .1 mi W of Rampart BlSR562, Sunset Rd, .2 mi E of Gibson RdLas Vegas Bl, Las Vegas Bl, btwn the I-215 Intch & Sunset RdIR215, E/B on-ramp of the Pecos Intch 'Exit 6'Fogg Dr, 50ft N of Charleston BlUS95, S/B on-ramp of the Cheyenne Intch 'Exit 83'US95, N/B off-ramp of the Cheyenne Intch 'Exit 83'US95, N/B on-ramp of the Cheyenne Intch 'Exit 83'US95, S/B off-ramp of the Cheyenne Intch 'Exit 83'US95, S/B off-ramp of the Craig Intch 'Exit 85'US95, S/B on-ramp of the Craig Intch 'Exit 85'US95, N/B off-ramp of the Craig Intch 'Exit 85'US95, N/B on-ramp of the Craig Intch 'Exit 85'IR215, W/B on-ramp to N/B I-15 from Las Vegas BlUS95, N/B off-ramp of the Wagon Wheel Intch 'Exit 56' to Wagon Wheel DrUS95, S/B on-ramp of the Wagon Wheel Intch 'Exit 56'US95, N/B off-ramp of the Wagon Wheel Intch 'Exit 56' from US-95 to Boulder HwIR515, US-95, S/B on-ramp of the Wagon Wheel Intch 'Exit 56' from Boulder Hw to I-515IR515, US-95, S/B off-ramp of the Wagon Wheel Intch 'Exit 56'IR515, US-95, N/B on-ramp of the Wagon Wheel Intch 'Exit 56'Wagon Wheel Dr, E of the N/B on-ramp to US-95

 37,100*

 50,000  20,600  31,500 

 10,600*

 3,400 

 21,300  19,200 

 8,350  8,050  4,650 

 15,900  11,800 

 5,500  5,200 

 630  450 

 2,750 

 3,050*

 3,450 

 3,980*

 7,200 

 37,000*

 47,500  23,600  38,500 

 8,300  3,200 

 18,300  15,700 

 8,350  8,050  4,750 

 14,200  12,600 

 5,400  5,300 

 770  540 

 2,950  3,300  4,400  4,200  9,250 

 36,000*

 50,000  25,200  42,000  10,700 

 3,900 

 17,800  17,400 

 8,500  8,500  5,100 

 14,600  10,900 

 5,500  5,850 

 840  690 

 3,050 

 3,400*

 5,600  5,250 

 10,600 

 34,500*

 52,500  22,700  45,000  13,300 

 3,550 

 17,300  16,700 

 8,300  8,250  5,100 

 15,000  14,000 

 5,700  6,450 

 850  570 

 3,000 

 3,300*

 6,200  6,000 

 11,100 

 36,000 

 51,000*

 23,000 

 40,000*

 15,000 

 4,100 

 17,000  18,000 

 8,200*

 8,100  5,000 

 15,000  14,000 

 5,600*

 8,300 

 890  610 

 3,000  3,300  6,900  6,900 

 12,000 

 34,000 

 48,000*

 23,000  40,000  15,000 

 3,200 

 18,000  17,000 

 7,800  7,800  5,000 

 15,000  14,000 

 5,300  8,400 

 740  520 

 2,800  3,000  6,500  6,400 

 11,000 

 33,000  48,000  21,000  40,000  15,000 

 4,000 

 16,000  16,000 

 7,900  8,200  4,800 

 15,000  14,000 

 5,400  7,400 

 700  700 

 2,700  3,000  6,600  6,900 

 12,000 

 37,000 

 52,000*

 18,000  40,000  14,000 

 3,100 

 18,000  18,000 

 7,400  7,800  5,100 

 15,000  12,000 

 5,300  8,900 

 830 

 700*

 2,500  2,800  6,600  6,900 

 11,000 

 37,000* 53,000*

 17,000  43,000  16,000 

 3,000 

 18,000* 18,000*

 7,500* 7,900* 5,200*

 15,000* 12,000*

 5,400* 9,000*

 850  700 

 2,400  2,700  7,000  7,400 

 12,000*

 36,500* 51,500*

 15,500 

 44,000*

 16,500 

 3,500 

 11,500  11,500 

 6,900*

 7,100  3,900 

 14,000  12,000 

 4,600  8,000 

 850  600 

 2,400  2,600  6,800  7,300 

 12,000 

* Data Adjusted or Estimated E-193
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

003088800308890030890003089300308940030895003089600308970030898003089900309000030901003090300309040030905003090600309080030909

Dawson Av, W of the S/B ramps of the Wagon Wheel Intch 'Exit 56'Wagon Wheel Dr, 10ft W of Appaloosa RdSR582, Boulder Hw, .1 mi S of Magic WySR582, Boulder Hw, .5 mi N of Horizon DrUS95, S/B on-ramp of the 215/Henderson Intch from W/B Lake Mead BlUS95, N/B off-ramp of the 215/Henderson Intch to E/B Lake Mead & W/B I-215IR515, US-95, btwn the Lake Mead Intch 'Exit 61' & the Horizon Intch 'Exit 59'IR515, US-95, S/B off-ramp of the Horizon Intch 'Exit 59'IR515, US-95, S/B on-ramp of the Horizon Intch 'Exit 59'IR515, US-95, N/B off-ramp of the Horizon Intch 'Exit 59'IR515, US-95, N/B on-ramp of the Horizon Intch 'Exit 59'Horizon Dr, E of the N/B ramps of I-515IR515, US-95, S/B off-ramp of the College Intch 'Exit 57'IR515, US-95, S/B on-ramp of the College Intch 'Exit 57'IR515, US-95, N/B on-ramp of the College Intch 'Exit 57'IR515, US-95, N/B off-ramp of the College Intch 'Exit 57'College Dr, .1 mi N of the I-515 N/B rampsIR515, US-95, Btwn the College Intch 'Exit 58' & the Wagon Wheel Intch 'Exit 57'

 2,450  5,000 

 10,300*

 18,300  12,300  11,100  71,900  11,800 

 1,400  1,400 

 11,900 

 25,500*

 4,650  1,100  4,250  1,250 

 10,300*

 43,500 

 3,300  5,650 

 10,800  20,900 

 11,000* 11,000*

 70,000  12,200 

 2,950  2,850 

 12,400  31,500 

 4,650  1,350  4,550  1,450 

 12,100  44,500 

 5,150  5,550 

 12,400*

 21,400 

 10,000* 12,000*

 73,000  11,500 

 3,800  2,800 

 13,300 

 32,000*

 4,600  1,700  4,650  1,700 

 12,800  48,000 

 6,850  5,650 

 13,100*

 20,700 

 1,100*

 17,400*

 87,500  16,000 

 2,450  2,050 

 16,900 

 31,000*

 5,750  1,700  5,150  1,850 

 13,800  50,500 

 7,400*

 5,800 

 13,000*

 22,000 

 1,200 

 20,000  92,000  17,000 

 2,500  1,900 

 18,000  31,000 

 6,400  1,800  5,900  2,100 

 15,000  52,000 

 7,600  5,500  9,400 

 21,000 

 1,400 

 21,000  91,000  16,000 

 2,400  1,800 

 18,000  31,000 

 6,400  1,800  5,800  1,900 

 14,000  51,000 

 8,100  5,500  9,800 

 22,000 

 1,400 

 21,000  90,000  16,000 

 2,300  1,800 

 18,000  30,000 

 6,300  1,900  5,800  2,100 

 15,000  51,000 

 8,200  5,400  9,700 

 21,000 

 1,400 

 21,000  85,000  16,000 

 2,200  1,800 

 18,000*

 28,000 

 6,300*

 1,900  4,900  2,000 

 13,000  49,000 

 8,300*

 5,300  9,700 

 20,000 

 1,500 

 21,000 

 85,000*

 16,000 

 2,200  1,800 

 17,000  28,000 

 6,500  2,000  5,800  2,100 

 14,000  51,000 

 9,300  5,000  9,900 

 20,000 

 1,500 

 20,500*

 89,000  16,000 

 2,300  1,900 

 17,000  27,500 

 6,500  1,900  6,200  2,100 

 13,500  50,000 

* Data Adjusted or Estimated E-194
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

00309110030912003091300309140030915003091600309170030918003091900309200030921003092200309230030924003092500309260030927003092800309290030931

Sunset Rd, 400ft W of Valle Verde DrIR515, US-95, btwn the College Intch 'Exit 57' & the Horizon Intch 'Exit 59'SR595, Rainbow Bl, 250ft N of Endora DrLas Vegas Bl, Las Vegas Bl, 200ft S of Oquendo RdSR596, Jones Bl, .2 mi S of Harmon Av, N of Tropicana AvSR596, Jones Bl, N of Flamingo Rd,100ft S of Viking RdUS95, N/B off-ramp of the Lake Mead Intch 'Exit 82A' to E/B Lake Mead BlUS95, S/B on-ramp of the Lake Mead Intch 'Exit 82A'US95, S/B loop on-ramp of the Lake Mead Intch 'Exit 82A'US95, N/B loop off-ramp of the Lake Mead Intch 'Exit 82A' to W/B Lake Mead BlUS95, N/B on-ramp of the Lake Mead Intch 'Exit 82B' from Rainbow BlUS95, S/B off-ramp of the Lake Mead Intch 'Exit 82B' to Rock Springs DrIR15, Tropicana Intch 'Exit 37' Flyover ramp .3 mi S of the S/B off-rampAlta Dr, 200ft E of Lorenzi StSR163, Davis Dam Rd, .6 mi W of Casino DrArville St, .1 mi N of SR-589 (Sahara Av)Bonanza Rd, 200ft E of Sloan Ln (at Capaldi Dr)Bonanza Rd, btwn Ute Ln & Hopi Ln E of Nellis BlBruce St, 300ft S of Stewart AvCenter St, 300ft S of Maple St

 31,000  50,500 

 51,600*

 49,000  30,500  33,500 

 2,600 

 10,300 

 7,600*

 11,900 

 7,100  7,200 

 20,700*

 10,100 

 7,750  9,150 

 10,200  19,200 

 5,300 

 6,100*

 34,500 

 51,000*

 49,000  61,500  34,000  37,500 

 2,600*

 10,500 

 5,050 

 12,000*

 7,900  7,100 

 22,200  11,300 

 7,850*

 10,400  10,700  20,700 

 5,650  5,550 

 34,000  55,000  55,500  58,000  34,000  35,500 

 2,950  9,800  5,000  8,950  7,550  7,450 

 20,900  11,000  11,200  10,300  10,500  21,200 

 6,300  5,650 

 34,000  58,500 

 56,500*

 61,000  37,000  38,000 

 3,950  9,600  5,850  8,900  8,400  7,900 

 20,200  11,000  11,100  10,500 

 9,150 

 19,100 

 6,050  5,350 

 32,000  61,000  56,000  59,000 

 35,000*

 36,000 

 4,400  9,700  6,200 

 10,000 

 8,000  7,400 

 22,000  11,000  11,000  10,000 

 9,800 

 20,000 

 6,200  5,100 

 25,000  59,000  52,000  59,000  34,000  35,000 

 4,100  9,800  6,000 

 10,000 

 7,700  8,000 

 22,000 

 8,600 

 10,000 

 9,500  9,100 

 18,000 

 5,300  5,100 

 27,000  59,000  53,000  56,000  35,000  35,000 

 3,800  9,200  6,000 

 10,000 

 8,100  9,900 

 22,000*

 8,500  9,700 

 10,000 

 9,200 

 18,000 

 5,900  4,600 

 26,000  56,000  50,000  54,000  31,000  33,000 

 3,800 

 10,000 

 6,100 

 11,000 

 8,200  8,200 

 22,000 

 6,500  9,500  8,300  8,900 

 17,000 

 5,300 

 5,000*

 27,000  56,000 

 51,000*

 54,000 

 32,000* 33,000*

 3,900*

 10,000*

 6,100*

 11,000*

 8,300* 8,300*

 22,000 

 6,800 

 11,000 

 8,500  7,900 

 16,000 

 5,400*

 4,400 

 24,000  59,500  48,500  55,000  30,500  30,500 

 3,800 

 10,000 

 6,400 

 10,000 

 6,900  7,100 

 22,500 

 7,600  8,100 

 8,300*

 8,100 

 15,500 

 4,800 

 3,900*

* Data Adjusted or Estimated E-195
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

00309320030933003093400309350030936003093700309380030941003094200309450030947003094800309490030950003095100309520030953003095600309580030959003096000309610030962

College Dr, .1 mi S of the US-95 S/B rampsIR215, btwn the Green Valley Intch 'Exit 5' and the Pecos Intch 'Exit 6'Convention Center Dr, 500ft W of Paradise RdE Desert Inn Rd, 500ft E of Nellis BlGibson Rd, .2 mi N of I-215'H' St, btwn Jackson Av & Van Buren AvIR215, W/B on-ramp of the Green Valley Intch 'Exit 5'Dean Martin Dr, .8 mi N of SR-160 (Pahrump Valley Rd)Karen Av, 100ft E of Paradise RdLosee Rd, .2 mi S of Carey AvMajor Av, .1 mi S of Center StIR215, E/B off-ramp of the Green Valley Intch 'Exit 5'IR215, W/B off-ramp of the Green Valley Intch 'Exit 5'IR215, E/B on-ramp of the Green Valley Intch 'Exit 5'Michael Wy, btwn Marieta Av & Carl AvIR15, Spring Mountain Rd S/B Fly-OverMojave Rd, .1 mi N of Vegas Valley DrW Oakey Bl, 350ft E of Lindell StSahara Av, btwn Caraville St & Winterwood BlIR215, Btwn the Windmill Intch 'Exit 5' and the Warm Springs Intch 'Exit 9'Sandhill Rd, 300ft N of Sunset RdSandhill Rd, .1 mi N of Patrick LnSandhill Rd, btwn Hacienda Av & Casey Av

 9,000*

 119,000 

 11,400*

 5,400 

 22,000 

 6,900 

 12,200 

 5,550*

 11,700* 13,300*

 8,700 

 13,000 

 8,450  7,750  3,600 

 13,450*

 5,650 

 10,500  22,700 

 137,300 

 7,500 

 10,800  11,800 

 10,600 

 113,000 

 12,700 

 5,750 

 22,000*

 7,450 

 14,100 

 6,000*

 14,500  13,400 

 8,700*

 13,500 

 9,250  8,150  4,400 

 12,900 

 5,350 

 10,600  25,800 

 137,000 

 7,600 

 11,400  12,200 

 10,500 

 124,000 

 12,500  11,100 

 20,000*

 7,200 

 14,300 

 9,650 

 16,000*

 15,700 

 8,200 

 14,600 

 9,000  8,100  4,700 

 13,200 

 5,750 

 10,700  26,200 

 146,000 

 8,600 

 12,700  13,100 

 11,900 

 136,000 

 10,600  10,200 

 21,100*

 8,050 

 13,400 

 9,150 

 14,200*

 17,700 

 7,600 

 13,400  11,100  10,400 

 4,200 

 14,400 

 5,800 

 12,300  25,900 

 153,000 

 8,750 

 12,700 

 13,100*

 13,000*

 144,000*

 10,000 

 9,300 

 21,000 

 7,300 

 13,000 

 9,100 

 14,000  20,000 

 7,000 

 13,000  12,000  12,000 

 4,500 

 16,000 

 5,200 

 11,000  26,000 

 157,000 

 8,700 

 13,000  13,000 

 12,000 

 142,000 

 11,000 

 8,800*

 19,000 

 7,200 

 13,000 

 8,300 

 13,000  17,000 

 7,100 

 13,000  13,000  12,000 

 3,800 

 17,000 

 5,200  9,300 

 24,000 

 145,000 

 8,100 

 11,000  12,000 

 12,000 

 142,000 

 10,000  11,000  18,000 

 6,100 

 12,000 

 9,000 

 11,000  13,000 

 6,400 

 13,000  13,000  12,000 

 3,700 

 17,000*

 5,000  9,100 

 25,000 

 145,000 

 8,100 

 11,000  11,000 

 12,000 

 138,000 

 8,300 

 10,000  18,000 

 6,300 

 12,000 

 8,400  9,600  9,500 

 6,200*

 12,000  13,000  12,000 

 3,400 

 15,000 

 4,800  7,100 

 24,000 

 140,000 

 7,700 

 11,000  11,000 

 12,000 

 139,000 

 9,500 

 10,000*

 17,000 

 5,900 

 12,000  10,000  10,000 

 8,700  5,500 

 12,000  13,000  12,000 

 3,200 

 17,000 

 5,200  7,500 

 24,000*

 140,000*

 7,800*

 9,300 

 11,000*

 12,000*

 142,000 

 9,400  9,500 

 17,500 

 4,900 

 12,000 

 7,200 

 10,500 

 8,600*

 4,600 

 12,500  13,000  12,000 

 2,700 

 16,500 

 4,300  7,000 

 23,500*

 138,000*

 6,500  9,900 

 11,500 

* Data Adjusted or Estimated E-196
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

003096300309640030965003096600309670030969003097200309730030974003097500309770030978003097900309800030982003098300309840030985003098600309880030990

Sandhill Rd, btwn Harmon Av & Rosecrest CtSandhill Rd, 100ft N of SR-592 (Flamingo Rd)IR215, E/B on-ramp of the Valle Verde Intch 'Exit 3B'Torrey Pines Dr, 200ft S of Hillview Av N of Clarice AvTorrey Pines Dr, Btwn Lone Mountain Rd and Tropical PkTwain Av, .2 mi W of Sandhill RdValley View Bl, .15 mi N of SR-159 (Charleston Bl)Valley View Bl, btwn Fortune Av & Pyramid Dr S of Washington AvIR215, E/B off-ramp of the Valle Verde Intch 'Exit 3B'Vegas Valley Dr, btwn Eastern Av & Burnham AvVegas Valley Dr, 300ft E of Robar StWashington Av, 150ft W of Shifting Sands Dr W of Jones BlPerkins Av, btwn Gentry St & Anderson StCasino Dr, S of Laughlin Civic DrOverton Beach Rd, 300ft E of N Shore RdNorth Shore Rd, 600ft N of the rd to Callville BayIR15, N/B loop on-ramp of the Spring Mountain Intch 'Exit 39' from E/B Spring MountainRed Rock Canyon Rd, 4.3 mi W of SR-159 (Charleston Bl) W of Las VegasMoapa Power Company Rd, 100ft N of the S/B ramps of the Hidden Valley Intch 'Exit 88'Av 'B', .1 mi N of Adams Bl'G' Av, btwn Seventh St & Eighth St

 10,400*

 15,000 

 4,150 

 7,400* 3,250*

 21,200 

 13,600*

 6,350  3,900  1,900 

 13,400 

 490 

 32,300 

 530  640 

 7,250 

 450  460 

 2,100  2,750 

 10,300  16,000 

 3,250 

 11,400 

 3,350 

 22,600  14,100 

 7,150  4,000  2,100 

 14,500 

 450 

 33,000 

 460  800 

 7,200 

 800 

 460*

 1,850  2,550 

 10,700  16,900 

 2,800 

 11,000 

 3,400 

 24,400  17,000 

 7,450  4,200  2,150 

 15,200 

 440 

 28,000 

 450  680 

 8,200 

 680  550 

 1,950  2,650 

 11,300  15,800 

 4,050 

 11,200 

 3,650 

 27,400  17,400 

 7,100  4,650  2,300 

 15,200 

 430 

 30,000 

 400  620 

 7,700 

 700  440 

 2,000  2,600 

 11,000  17,000 

 4,400 

 11,000*

 3,500 

 26,000* 14,000*

 7,900  4,100  2,000 

 17,000 

 480 

 30,000 

 440  680 

 7,300 

 740  470 

 1,900  2,600 

 11,000  15,000 

 4,700  8,600  3,100 

 20,000  13,000 

 8,200  4,100  2,000 

 13,000 

 410 

 28,000 

 250  650 

 7,000 

 690  550 

 1,800  2,500 

 9,500 

 16,000 

 4,700  8,100  3,100 

 21,000  13,000 

 8,300  4,000  2,000 

 12,000 

 400 

 23,000 

 200  590 

 7,000*

 670  470 

 1,900  2,400 

 9,600 

 15,000 

 4,600  7,300  2,800 

 20,000*

 9,700  8,400  3,800  1,800 

 11,000 

 400 

 23,000 

 120  470 

 5,800 

 860 

 470*

 1,800  2,300 

 9,600 

 15,000 

 4,700  6,400 

 2,300*

 2,900 

 21,000  11,000 

 8,100  3,800  2,200 

 11,000 

 360 

 21,000*

 120*

 470 

 6,000 

 770  470 

 1,600  2,300 

 8,200 

 13,500 

 4,800  6,800  2,200  2,600 

 20,500* 11,000*

 8,300  3,600  1,800 

 11,000 

 300 

 22,000*

 100*

 350 

 6,700 

 700  250 

 2,200  2,600 

* Data Adjusted or Estimated E-197
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

00309910030992003099300309990031000003100200310030031004003100500310070031011003101200310130031014003101500310160031017003101800310200031021003102200310230031029003103100310330031035

Pacifica Wy, 100ft N of US-93Ville Dr, 150ft N of US-93Wyoming St, 200ft E of Av 'B'Warm Springs Rd, btwn Pecos Rd & Green Valley Pk13th St, btwn Clark Av & Lewis AvMaryland Pk, 50ft S of Bridger StUtah St, 100ft S of New Mexico StIR215, W/B off-ramp of the Sunset/McCarran Intch 'Exit 10' to the Airport ConnectorHorizon Dr, 200ft E of Greenway DrRussell Rd, .3 mi E of Pecos RdPecos Rd, S of Patrick LnSt Louis Av, btwn Paradise Rd & Santa Paula AvSt Louis Av, btwn 15th St & 16th StUS95, .1 mi S of the RxR Pass Intch 'Exit 56'IR15, S/B off-ramp of the Russell Intch 'Exit 36'IR15, S/B on-ramp of the Russell Intch 'Exit 36'IR15, N/B off-ramp of the Russell Intch 'Exit 36'IR15, N/B on-ramp of the Russell Intch 'Exit 36'SR594, Russell Rd, E of the Russell Intch 'Exit 36'IR15, .2 mi S of mp 36 S of the Russell Intch 'Exit 36'Lindell Rd, 300ft N of Harmon AvDecatur Bl, .1 mi S of Cheyenne AvCamino Al Norte, .2 mi S of Lone Mountain RdCamino Eldorado, .1 mi S of Tropical PkLosee Rd, .3 mi S of SR-574 (Cheyenne Av)SR574, Cheyenne Av, .2 mi W of Simmons St

 1,550*

 2,200  6,000 

 26,600  10,100 

 7,650  3,200 

 16,400 

 19,200*

 18,800  26,200 

 4,200*

 5,450  9,700 

 10,700 

 7,300  7,800 

 14,600  30,000 

 158,800*

 3,000*

 24,100 

 30,300*

 9,400 

 12,200  33,500 

 1,400  2,250  6,000 

 29,600 

 7,600  7,900  3,250 

 16,100  21,300  19,700  27,800 

 4,450  5,550 

 10,900*

 11,300 

 7,300* 7,800*

 14,200  32,000 

 169,000*

 2,900 

 26,000  36,000  12,800  11,400  34,500 

 1,450  2,650  5,950 

 29,600 

 8,050  8,450  3,150 

 17,200  20,700  20,900  28,800 

 4,750  5,800 

 12,300  11,300  10,700  14,200  14,900 

 35,000*

 192,000*

 2,900 

 27,100  34,000  12,500  14,000  34,000 

 1,450  2,450  6,300 

 30,500 

 8,200  8,500  3,250 

 18,300  21,200  21,300  29,400 

 4,450  5,800 

 12,700  13,100  11,000  15,300  16,100 

 33,500*

 206,000*

 3,100 

 27,100  37,000  14,000  15,400  37,000 

 1,300  2,100  6,100 

 27,000 

 7,900  8,100  3,200 

 17,000  21,000  21,000  28,000 

 4,000*

 5,300 

 12,000*

 12,000  11,000  13,000  15,000  33,000 

 209,000*

 3,100 

 28,000  37,000  14,000  15,000  34,000 

 1,300  2,800  5,900 

 24,000 

 7,100  7,100  3,400 

 16,000  21,000  20,000  24,000 

 3,500  4,900 

 10,000  15,000  11,000  15,000  14,000  36,000 

 211,000 

 2,700 

 28,000  33,000  13,000  15,000  32,000 

 1,300  2,300  5,900 

 23,000 

 7,300  7,500  2,900 

 15,000  20,000  17,000  26,000 

 3,600  5,100  9,900 

 12,000 

 11,000*

 14,000  11,000  31,000 

 199,000 

 2,900 

 25,000  30,000  12,000  13,000  31,000 

 1,400  2,300 

 5,900*

 23,000 

 6,400  6,500  2,400 

 15,000*

 19,000  17,000  23,000 

 2,800  4,500 

 10,000*

 13,000  12,000  14,000 

 12,000*

 31,000 

 225,000*

 2,700 

 26,000  27,000  11,000  10,000  29,000 

 1,200  1,900  4,800 

 21,000 

 6,200  6,200  2,700 

 15,000  19,000  17,000  23,000 

 2,900  4,700  7,700 

 13,000* 12,000* 14,000* 12,000* 31,000*

 215,000*

 2,500 

 26,000  29,000  12,000 

 9,500 

 31,000 

 1,100  1,700  4,300 

 22,000 

 6,000  5,800  2,500 

 13,500  18,000  17,500  21,000 

 3,000  4,800  8,000 

 13,500  12,000 

 14,000* 12,000*

 29,000 

 214,000*

 2,400 

 25,000  28,000  11,000 

 9,300*

 32,000 

* Data Adjusted or Estimated E-198
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0031039003104100310430031044003104500310460031051003105200310540031055003105600310570031058003105900310600031061003106200310630031064003106700310680031070003107100310720031073003107400310750031077

Cabana Dr, 100ft S of Twain AvGreen Valley Pk, .3 mi S of Warm Springs RdHarmon Av, .1 mi E of Jones AvSunset Rd, .2 mi W of Stephanie StRacetrack Rd, .1 mi N of Boulder HwRacetrack Rd, 300ft N of Warm Springs RdGreen Valley Pk, 300ft N of SR-562 (Sunset Rd)Jimmy Durante Bl, 500ft N of E Harmon AvValley View Bl, .2 mi S of Spring Mountain RdValley View Bl, .3 mi S of SR-593 (Tropicana Av)Buffalo Dr, .2 mi S of SR-589 (Sahara Av)Buffalo Dr, .3 mi S of Spring Mountain RdRainbow Bl, .6 mi S of Russell RdSR589, E Sahara Av, .1 mi E of Maryland PkSahara Av, .2 mi W of SR-595 (Rainbow Bl)Spring Mountain Rd, .2 mi W of SR-595 (Rainbow Bl)Flamingo Rd, .1 mi W of SR-595 (Rainbow Bl)Flamingo Rd, .2 mi W of Buffalo DrFlamingo Rd, .1 mi W of Koval LnTropicana Av, .1 mi W of Buffalo DrDesert Inn Rd, .2 mi W of the Boulder HwHacienda Av, .2 mi E of Eastern AvSpencer St, .1 mi S of SR-593 (Tropicana Av)Warm Springs Rd, .7 mi W of Eastern AvCraig Rd, .2 mi W of Tenaya WyNeedles Hw, .2 mi N of Casino DrNeedles Hw, .3 mi S of Casino DrCasino Dr, .4 mi S of Thomas Edison Dr

 9,950 

 29,300 

 6,250 

 33,000 

 17,600*

 2,300 

 17,600 

 6,600 

 23,000  18,900 

 19,800* 16,500* 27,800* 46,800*

 44,500  23,900  38,000 

 34,400*

 58,600  29,800  34,500 

 3,650  5,900 

 37,000*

 9,260*

 4,880  5,850  4,300 

 11,300  31,000 

 6,800*

 37,000  19,800 

 2,550 

 18,300 

 7,050 

 26,600  19,500  27,800  23,800  24,400  48,000  46,000 

 26,000*

 41,000  41,000  67,000  33,500  38,500 

 4,400  6,950 

 40,500 

 9,300*

 5,650  7,300  4,600 

 12,200  32,500 

 6,200 

 38,500 

 20,000*

 2,650 

 18,100 

 7,300 

 26,400  20,000  26,000  23,100  39,500  49,500  49,000  26,900  44,000  42,000 

 62,000*

 33,500  40,500 

 3,900  6,400 

 41,500 

 10,000*

 4,850  5,850  3,900 

 14,300  28,500 

 5,800 

 37,500 

 22,000*

 2,950*

 16,800 

 8,400 

 27,500  20,200  23,200  22,400  40,500  49,500  48,500  24,300  45,000  43,000 

 65,500*

 29,600 

 39,500*

 4,250  5,900 

 42,000 

 11,100*

 4,950  6,100  3,600 

 16,000  29,000 

 5,800*

 35,000  20,000 

 2,500 

 16,000 

 8,800 

 26,000 

 20,000*

 24,000  21,000  45,000  50,000  43,000  25,000  41,000 

 40,000*

 63,000  30,000  39,000 

 3,800  6,500 

 38,000  16,000 

 4,700  5,300  3,700 

 12,000  25,000 

 5,200 

 29,000  18,000 

 2,700 

 14,000 

 8,900 

 25,000  17,000  21,000  20,000  45,000  47,000  38,000  24,000  39,000  38,000  62,000  30,000  39,000 

 3,400  6,100 

 37,000  16,000 

 4,200  5,300  3,300 

 13,000  25,000 

 5,600 

 30,000  15,000 

 2,500 

 15,000 

 8,700 

 19,000  12,000  21,000  19,000  45,000  47,000  40,000  23,000  36,000  35,000  55,000  27,000  38,000 

 3,300  5,700 

 33,000  16,000 

 4,100  5,000  2,800 

 15,000  24,000 

 5,900 

 29,000  17,000 

 2,700 

 14,000 

 9,700 

 20,000  13,000  19,000 

 19,000*

 42,000  43,000  36,000  22,000  35,000  34,000 

 58,000* 27,000* 37,000*

 3,200 

 5,600*

 34,000 

 16,000*

 4,000  4,900  2,700 

 14,000*

 24,000 

 5,600 

 31,000  18,000 

 2,500 

 14,000 

 9,800*

 21,000 

 13,000*

 19,000  18,000  41,000  40,000 

 36,000*

 22,000  36,000  34,000  53,000  26,000 

 38,000*

 3,200  5,100 

 31,000  15,000 

 4,900  5,600 

 2,500*

 13,500  22,500 

 5,100 

 29,000 

 17,000*

 2,500*

 13,000 

 8,100 

 19,500  13,500  19,500  16,000  40,500 

 39,000*

 31,500 

 22,000*

 36,000 

 34,000* 52,000*

 26,500  35,500 

 2,800  5,000 

 31,000  15,000 

 4,200*

 4,900  2,100 

* Data Adjusted or Estimated E-199
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0031078003108000310810031082003108300310850031086003108700310890031090003109100310920031093003109400310960031097003109800310990031100003110200311040031105003110600311070031108003110900311110031112

Casino Dr, .3 mi S of Bruce Woodbury DrRampart Bl, .1 mi N of Summerlin PkBuffalo Dr, 150ft N of the Summerlin Intch 'Exit 81A'Buffalo Dr, S of the Summerlin Intch 'Exit 81A'Sahara Av, .2 mi E of Fort Apache RdWashington Av, .2 mi W of Rancho DrRancho Dr, 500ft N of Sirius AvUS93, .3 mi S of Buchanan BlNevada Way, N of Park StAlta Dr, .2 mi E of Decatur BlAlta Dr, .1 mi E of Valley View BlAlta Dr, .4 mi E of Rancho RdSR160, Pahrump Valley Rd, .7 mi N of Decatur BlSR160, Pahrump Valley Rd, .2 mi N of SR-595 (Rainbow Bl)Buffalo Dr, .2 mi S of Alexander RdBuffalo Dr, .2 mi S of Cheyenne AvBuffalo Dr, 400ft N of Vegas DrBuffalo Dr, .2 mi N of Oakey BlCharleston Bl, .2 mi E of Buffalo DrCheyenne Av, .3 mi E of Rampart BlDecatur Bl, .2 mi N of Russell RdEastern Av, .3 mi N of Bonanza RdHarmon Av, .1 mi W of Sandhill RdHarmon Av, 300ft E of Maryland PkHarmon Av, 200ft E of Eastern AvLake Mead Bl, .1 mi W of Laguna Mist DrRainbow Bl, .3 mi N of Wigwam AvRampart Bl, .1 mi S of Cheyenne Av

 18,400  35,000  50,500  51,500  36,500 

 17,100*

 6,500 

 28,600*

 4,100  8,650  9,850 

 19,800*

 16,200 

 9,450 

 7,700*

 22,100*

 39,000  26,000  31,000  40,000  33,000  37,000 

 6,350  8,700  6,900 

 26,100 

 12,500*

 25,300 

 18,200  38,000  61,500  56,000 

 37,000*

 18,500 

 6,300 

 31,000 

 4,250 

 10,100  12,000  17,000  20,600  12,000 

 9,650 

 25,000  42,000  31,500  35,500  37,000  34,500  40,000 

 6,600  9,250  7,250 

 26,500  20,900  29,000 

 15,900 

 38,000*

 55,500  48,000  40,500  21,800 

 6,600 

 29,800 

 4,550  8,750 

 10,700  17,500  27,000  22,500  10,300  24,100  40,000  31,500  35,000  37,500  38,500  39,000 

 7,400 

 9,800*

 7,700 

 26,300 

 21,000*

 28,700 

 15,500 

 37,000*

 52,500  46,500  43,000  22,100 

 6,550 

 28,600 

 4,650  9,650 

 11,700  19,500  25,700 

 22,100*

 11,000  24,100  38,000  28,500  36,000  35,000  33,000  39,000 

 8,700 

 9,550*

 8,550 

 25,300 

 26,300*

 29,500 

 16,000  35,000 

 52,000* 43,000*

 37,000  22,000 

 6,400 

 30,000 

 4,700  9,100 

 10,000  19,000 

 26,000*

 21,000 

 11,000* 24,000*

 38,000  28,000  34,000 

 32,000*

 31,000  37,000 

 9,400  9,400  9,300 

 26,000 

 26,000*

 28,000 

 14,000  31,000  46,000 

 40,000*

 32,000  16,000 

 5,400 

 28,000 

 4,100  7,600  8,400 

 16,000 

 28,000*

 22,000 

 9,900 

 23,000  34,000  25,000  31,000  32,000  28,000  37,000 

 9,200  8,800  8,800 

 24,000 

 26,000*

 27,000 

 13,000  32,000  47,000  39,000  33,000  16,000 

 5,200 

 28,000 

 3,200  8,200  8,400 

 15,000  31,000  25,000  10,000  21,000  37,000  25,000  30,000  32,000  29,000  40,000 

 8,000  8,200  6,700 

 24,000  23,000  27,000 

 13,000  29,000  43,000  35,000  31,000  15,000 

 4,400 

 28,000 

 2,200  5,600 

 8,100*

 13,000  37,000  31,000  10,000  21,000  31,000  22,000  29,000  30,000  29,000  34,000 

 7,700  7,300  6,600 

 22,000  23,000  25,000 

 12,000*

 30,000  44,000  34,000 

 31,000*

 15,000 

 5,000 

 27,000 

 2,200  5,800  6,200 

 11,000  40,000  34,000  10,000  21,000  31,000  22,000  30,000  28,000  32,000  28,000 

 8,200 

 7,400*

 7,000 

 21,000  23,000  25,000 

 12,000*

 31,000 

 43,500* 33,500*

 27,000 

 14,500*

 5,000 

 26,500*

 2,700  6,500  7,100 

 13,500  44,000  35,500 

 9,400 

 19,000 

 30,500*

 23,000 

 27,000*

 26,500  29,000  31,500 

 7,300 

 7,000*

 6,900 

 20,500*

 25,500 

 24,500*

* Data Adjusted or Estimated E-200
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0031115003111600311220031123003112400311260031128003113100311320031133003113400311350031136003113700311380031139003114000311410031142003114300311440031145003114600311470031148

Fort Apache Rd, .1 mi S of SR-159 (Charleston Bl)Fort Apache Rd, .1 mi S of Sahara AvSummerlin Pk, .6 mi W of Buffalo DrSummerlin Pk, .2 mi E of Buffalo DrValley View Bl, .1 mi S of SR-592 (Flamingo Rd)Jones Bl, .2 mi N of SR-147 (Lake Mead Bl)Valley View Bl, .1 mi N of Alta DrUS95, N/B on-ramp of the Snow Mountain Intch 'Exit 95'US95, N/B off-ramp of the Snow Mountain Intch 'Exit 95'US95, S/B on-ramp of the Snow Mountain Intch 'Exit 95'US95, S/B off-ramp of the Snow Mountain Intch 'Exit 95'US95, .5 mi N of the Snow Mountain Intch 'Exit 95'IR15, SR-589 (Sahara Av Fly Over) 'Exit 40'Basic Rd, 250ft S of SR-146 (Lake Mead Dr)Atlantic Av, 70ft S of SR-146 (Lake Mead Dr)Appaloosa Rd, 250ft N of Wagon Wheel DrBurkholder Bl, .1 mi S of SR-146 (Lake Mead Dr)Equestrian Dr, .1 mi E of Magic WyEssex Av, E of Pueblo BlIthaca Av, 200ft E of Pueblo BlMission Dr, .2 mi W of College BlNewport Dr, .2 mi W of Racetrack RdMagic Wy, 250ft S of Equestrian DrHeather Dr, .1 mi E of Greenway RdOlsen St, .2 mi N of SR-146 (Lake Mead Dr)

 36,000  26,900 

 79,500*

 104,000*

 11,300  19,600  23,900 

 140  570  510  100 

 6,300 

 13,400 

 1,250  2,000  2,900 

 6,850* 3,000*

 260* 470*

 3,250  2,200  2,150  2,750  2,150 

 35,500  26,600 

 80,000*

 104,000*

 11,400  20,200  26,400 

 160  650  590  130 

 6,950 

 13,700 

 1,350  3,050  2,950  7,700  3,750 

 290  390 

 4,050  2,150  2,200  2,850  1,950 

 33,000  26,800  75,500 

 97,000*

 10,000 

 19,000*

 27,000 

 140  570  490  100 

 6,650 

 15,200 

 1,250  1,900  2,800  7,450  3,400 

 310  380 

 4,000*

 2,100 

 2,300*

 1,950  2,800 

 37,500  33,000  78,500 

 101,000*

 12,000 

 19,100*

 29,300 

 150  580  510  100 

 6,750 

 13,700 

 1,200  1,700  3,100  7,200  3,750 

 240  390 

 4,400*

 2,350 

 2,250*

 2,700  2,250 

 37,000 

 31,000* 76,000* 98,000*

 11,000  18,000 

 28,000*

 130  460  400 

 90 

 7,800 

 13,000 

 1,300  1,700  3,100 

 7,200* 3,500*

 240  420 

 4,800  2,300  2,100  2,800  2,300 

 34,000  31,000 

 72,000* 93,000*

 10,000  18,000  24,000 

 160  700  580  130 

 8,200 

 14,000 

 1,700  1,600  3,000  7,500  3,600 

 220  410 

 4,200  2,100  2,000  2,600 

 2,200*

 33,000  32,000  72,000  93,000 

 8,100 

 18,000  29,000 

 170  600  510  120 

 8,200 

 14,000*

 1,900  1,600  3,000  7,500  3,200 

 250  340 

 4,100  2,000  2,400  2,500  1,900 

 34,000  30,000 

 76,000* 97,000*

 7,200 

 16,000 

 28,000*

 160*

 630  550  110 

 8,700 

 13,000 

 2,000  1,700  3,200  6,300  3,300 

 230  330 

 4,400  2,100  2,000  2,800  1,900 

 33,000  30,000 

 77,000* 98,000*

 7,200*

 16,000  21,000 

 150  590  500  120 

 8,400 

 12,000 

 2,300  1,700  2,900  6,200  3,400 

 200  300 

 4,100  1,900  2,200  2,800  1,700 

 35,000  31,000 

 75,500* 96,000*

 6,900 

 15,000  16,500 

 100  600  550  100 

 8,500 

 13,000 

 2,100  1,500  2,900  6,800  3,200 

 200  300 

 3,700  2,500  2,100  2,700  1,900 

* Data Adjusted or Estimated E-201
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0031149003115000311510031152003115300311550031156003115700311590031161003116400311650031166003116800311690031174003117500311760031177003117900311800031181003118200311840031188003118900311900031192

Anasazi Dr, .2 mi S of Summerlin PkSixth St, N of SR-159 (Charleston Bl)Farm Rd, 25ft W of Torrey Pines DrRacel Av, .1 mi W of Buffalo DrLake Las Vegas Pk, 150ft N of Lake Mead DrHigh View Dr, .1 mi E of Green Valley PkSeven Hills Dr, .2 mi S of SR-146 (St Rose Pk)Circus Circus Dr, 100ft E of Industrial RdAlta Dr, .1 mi E of Town Center DrVeterans Memorial Dr, .1 mi S of Washington AvPatrick Ln, .2 mi W of Pecos RdRebel Rd, Broadbent, S of Tropicana AvStephanie St, 100ft N of Russell RdWigwam Av, .1 mi W of Rainbow BlRobindale Rd, 400ft E of Decatur BlBurns Rd, 300ft N of Sunset RdJimmy Durante Bl, .1 mi N of SR-593 (Tropicana Av)Pabco Rd, 100ft S of SR-562 (Sunset Rd)Wigwam Av, .2 mi E of SR-595 (Rainbow Bl)Paradise Rd, .1 mi S of Warm Springs RdGillespie St, 300ft N of Pebble RdRobindale Rd, .1 mi W of Eastern AvSerene Av, .1 mi E of Decatur BlBermuda Rd, .1 mi N of Warm Springs RdCactus Av, .2 mi E of Decatur BlCactus Av, 300ft E of SR-604 (Las Vegas Bl)Erie Av, 100ft E of SR-604 (Las Vegas Bl)Horizon Ridge Pk, .1 mi E of Gibson Rd

 10,900 

 730 

 4,000  1,450  7,200  6,450 

 17,500*

 7,950  7,650  1,050 

 10,000 

 8,800  1,200 

 490*

 1,150*

 4,000 

 1,750*

 9,300 

 430 

 3,400  5,250  4,700 

 2,000*

 370 

 13,500 

 10,800 

 760 

 4,000* 1,450*

 9,450  6,950 

 16,800 

 8,100  8,200  1,050 

 11,000 

 9,250 

 1,200*

 490*

 1,150  4,750  1,600 

 9,300*

 570 

 3,650  5,750  4,700  2,950 

 540 

 23,200 

 9,550 

 830 

 4,700  1,550  9,250 

 7,000*

 15,500 

 9,450  9,650 

 990 

 9,900  9,150  1,200 

 620  910 

 5,050  1,750 

 540 

 10,000*

 640 

 4,000 

 100 

 6,000  6,150  2,500 

 420 

 23,000*

 9,750 

 640 

 4,700  2,750 

 10,300 

 7,000*

 18,900 

 8,150 

 10,100 

 990 

 10,900  11,000 

 9,000  1,250 

 910*

 1,600  5,450  1,750 

 670*

 11,300*

 920 

 4,400 

 80 

 6,050*

 7,850  2,500 

 600 

 12,800*

 10,000 

 670 

 3,500  2,500 

 10,000 

 6,000 

 20,000 

 7,700  9,500  1,100 

 11,000 

 11,000*

 7,800 

 1,300*

 900*

 1,400  6,100  1,700 

 670*

 10,000 

 980 

 4,500 

 60 

 6,000 

 7,800*

 2,500 

 480 

 12,000*

 12,000 

 640 

 5,100  2,400  7,300  6,100 

 21,000 

 7,100  8,900  1,100 

 10,000 

 9,800  7,400 

 1,700*

 700 

 1,400*

 5,500  1,500  1,200 

 12,000*

 920 

 4,200 

 70 

 5,700 

 14,000 

 3,100 

 490 

 12,000 

 15,000 

 720 

 3,400  2,500  5,600  6,100 

 21,000 

 5,100  8,500  1,300  9,900  9,000  7,500 

 980 

 1,000  1,200  4,700  1,600  1,300  8,500 

 870 

 4,200 

 70 

 5,300 

 11,000 

 2,500 

 490 

 11,000 

 10,000 

 720 

 6,600 

 3,100*

 4,400  6,100 

 22,000 

 4,900  7,500  1,000 

 10,000 

 8,500  7,800  1,100  1,500  1,000  4,800  1,400 

 1,300*

 9,300 

 900 

 3,700 

 70*

 5,400 

 10,000 

 2,600 

 610 

 12,000 

 10,000 

 820 

 5,300  1,000 

 4,400*

 5,700 

 21,000 

 5,300  8,000 

 860 

 9,000  8,600  8,600  1,100  1,600 

 880 

 4,400  1,500  1,500  8,100 

 890 

 3,500 

 60*

 5,400  9,200  2,400 

 590 

 12,000 

 9,200 

 800 

 3,800  2,300  6,600  5,100 

 21,000 

 6,800  7,000 

 800 

 8,800  7,400  8,300 

 950 

 1,500*

 700 

 4,000  1,500  2,000 

 8,000*

 900 

 4,000 

 60*

 5,600 

 10,000 

 2,300 

 700 

 11,500*

* Data Adjusted or Estimated E-202
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

00311930031194003119500312000031201003120400312080031211003121200312130031214003121600312180031219003122100312220031223003122400312250031226003122700312280031229

Wynn Rd, 300ft N of SR-593 (Tropicana Av)Arville St, 400ft S of Spring Mountain RdPalo Verde St, 350ft S of Burkholder BlCheyenne Av, 400ft W of Durango/Rampart BlCarey Av, 250ft E of SR-610 (Lamb Bl)Industrial Rd, .1 mi N of Desert Inn RdArrowhead Trail, 150ft S of Horizon DrMitchell St, .1 mi N of Craig RdWalnut Rd, 400ft E of Mitchell StF St, City Pk, off of the Grand Central Pk .1 mi S of Bonanza Rd (150ft N of Grand Central)Liston Av, 250ft E of RxR tracks in LogandaleArville St, 400ft N of Russell RdRainbow Bl, S of SR-160 (Pahrump Valley Rd)Cold Creek Rd, .1 mi W of US-95Reservation Rd, .5 mi S of SR-168 (Glendale/Moapa Valley Rd)Rainbow Canyon Dr, .1 mi S of SR-157 (Charleston Pk)Cotton Wood Dr, .3 mi from SR-159 (Blue Diamond Rd)Boulder Ln, 100ft N of McFarland Av (Indian Springs)McFarland Av, 50ft W of Boulder Ln (Indian Springs)Yucca Dr, 50ft N of Mesquite BlGann St, 25ft W of SR-169 (Logandale Rd)Williams Ranch Rd, N/E of SR-160 (Pahrump Valley Rd) in Mountain SpringsIR215, E/B off-ramp to I-15 northbound

 8,750 

 18,000 

 5,400*

 30,500 

 7,650 

 29,000 

 4,200*

 4,600 

 520 

 4,600 

 390 

 10,200 

 510 

 1,200 

 400  490  280  420 

 1,250 

 740  270 

 80 

 6,000 

 9,100 

 19,900 

 5,300 

 32,000 

 7,950 

 36,500 

 4,700  5,400 

 770 

 4,600*

 360 

 11,500 

 850 

 1,250 

 410  540 

 280*

 490 

 1,300 

 740*

 250 

 80*

 6,750 

 7,750 

 19,400 

 4,350 

 30,500 

 8,750 

 43,000 

 4,000  4,250 

 750*

 4,300 

 440 

 11,000 

 470 

 1,250 

 470  420  270  490 

 1,400 

 740*

 250 

 70*

 11,700 

 8,550 

 20,300 

 4,250 

 31,000 

 9,050 

 39,000 

 3,950  4,600 

 760*

 4,450*

 380 

 11,600 

 3,500*

 1,250 

 490  420  270  480 

 1,250 

 790*

 290 

 75*

 14,900 

 8,300 

 18,000*

 4,200 

 28,000  10,000 

 30,000*

 3,800  4,600 

 730 

 4,400*

 360 

 11,000*

 4,800 

 1,200*

 420  460  240  360 

 1,200 

 780  270  370 

 18,000 

 7,600 

 17,000 

 4,000 

 27,000 

 9,200 

 27,000 

 3,600 

 4,400*

 590 

 3,300 

 300 

 7,700  6,800  1,500 

 390  380  250  350 

 1,200 

 770  290 

 330*

 17,000 

 7,100 

 18,000 

 3,900 

 29,000 

 8,900 

 26,000 

 3,700  4,300 

 520 

 3,100 

 290 

 7,100  7,600  1,800 

 410  480  250  270 

 1,000 

 740  210  420 

 17,000 

 7,000 

 16,000 

 4,300 

 28,000 

 9,000 

 25,000*

 3,600  4,200 

 510 

 3,600 

 230 

 6,200  7,700  1,300 

 400  610  260  350 

 1,100 

 680  230  310 

 20,000 

 7,000 

 16,000 

 4,000 

 27,000 

 7,900 

 21,000 

 3,400  4,000 

 540 

 3,400 

 290 

 6,500  8,400  1,100 

 400  380  260  380 

 1,100 

 660  220  310 

 17,000 

 6,500 

 15,500*

 3,900*

 24,500 

 8,000*

 27,000 

 2,500  3,800 

 450 

 3,400 

 250 

 5,700  8,500  1,200 

 300  300  200  250  700 

 550*

 200  200 

 21,000 

* Data Adjusted or Estimated E-203
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0031232003123300312340031236003123700312380031239003124100312420031243003124400312450031246003124700312550031258003125900312600031261003126300312640031269003127000312710031272

IR15, N/B off-ramp to I-215 westboundIR215, E/B off-ramp to SR-604 (Las Vegas Bl)IR215, E/B off-ramp to I-15 southboundIR215, E/B off-ramp of the Stephanie Intch 'Exit 3'IR215, W/B on-ramp of the Valle Verde Intch 'Exit 3B'IR215, btwn the Valley Verde Intch 'Exit 3B' and the Green Valley Intch 'Exit 5'IR215, Btwn the Stephanie Intch 'Exit 3' and the Valle Verde Intch 'Exit 3B'US95, N/B on-ramp of the Durango Intch 'Exit 93'US95, S/B off-ramp of the Durango Intch 'Exit 93'US95, S/B on-ramp of the Durango Intch 'Exit 93'IR15, S/B on-ramp of the Lamb IntchIR15, N/B on-ramp of the Lamb IntchArrowhead Rd, at the RxR tracks (Moapa area)SR146, Saint Rose Pk, .1 mi E of Maryland PkUS95, N/B off-ramp of the Durango Intch 'Exit 93'IR215, E/B off-ramp of the Gibson Intch 'Exit 2'IR215, E/B on-ramp of the Gibson Intch 'Exit 2'IR215, W/B off-ramp of the Gibson Intch 'Exit 2'IR215, W/B on-ramp of the Gibson Intch 'Exit 2'Desert Inn Rd, 1000ft E of Highland Dr at the RxR tracksUS95, N/B off-ramp of the 215/Henderson Intch to W/B I-215Jones Bl, Jones Bl, N of Elkhorn RdTenaya Wy, .1 mi N of Flamingo RdTenaya Wy, .1 mi S of Charleston BlTenaya Wy, 350ft S of Elkhorn Rd

 4,300  4,350  4,050 

 15,100 

 6,750 

 101,800*

 97,000*

 590  480 

 14,900 

 770* 730*

 15,900  11,100  11,200  11,200 

 4,700  3,200  5,500 

 4,950  4,500  4,700 

 21,000 

 6,950 

 102,000*

 95,000*

 830  670 

 18,400 

 2,550  2,350 

 18,700*

 14,200  14,100 

 6,150 

 11,200*

 4,650  3,300  6,900 

 5,700  5,700  5,600 

 19,400 

 7,400 

 102,000*

 93,000*

 840  970 

 19,400 

 2,600* 2,300*

 26,100  16,800  16,000  13,400 

 4,650  3,200  7,950 

 5,200  7,150  6,200 

 14,200 

 6,900 

 127,000* 122,000*

 1,100  1,350 

 18,900 

 2,500* 2,350*

 150*

 29,400  16,600 

 6,600  4,750  4,600  6,000 

 14,500  13,100 

 5,050  3,400  8,650 

 7,800  6,000  8,400 

 14,000*

 7,700*

 143,000  138,000 

 1,100  1,400 

 19,000 

 3,000  3,300 

 160*

 26,000  16,000 

 8,000  5,000  5,100  7,400 

 14,000  13,000 

 4,900 

 3,400*

 9,100 

 8,500  6,400 

 10,000  14,000 

 7,800 

 142,000  135,000 

 1,400  1,800 

 19,000 

 3,700  3,400 

 140*

 26,000  16,000 

 7,700  5,000  5,100  6,900 

 14,000 

 9,700 

 13,000 

 4,700  2,800  9,200 

 11,000 

 7,100 

 12,000  14,000 

 7,800 

 141,000  137,000 

 1,700  2,300 

 19,000 

 1,400  1,900 

 160*

 31,000  17,000 

 8,000  4,700  4,800  7,000 

 14,000 

 9,700*

 11,000 

 4,600  2,400  9,300 

 9,700  9,200 

 12,000  14,000 

 8,100 

 138,000  132,000 

 2,000  2,200 

 19,000 

 6,400  1,000 

 150*

 27,000*

 16,000 

 7,400  4,600  5,000  6,700 

 12,000 

 9,700*

 12,000 

 4,100*

 2,400  9,400 

 9,400  7,500 

 10,000  14,000 

 7,800 

 138,000  133,000 

 2,700  1,700 

 15,000 

 860  950 

 160*

 31,000  13,000 

 7,400  4,600  4,900  6,500 

 12,000 

 9,800*

 13,000 

 4,200  2,400  8,700 

 8,900  7,500  9,200 

 14,500 

 8,000 

 140,000  134,000 

 2,800  3,000 

 15,000*

 900 

 1,000 

 150 

 32,000  13,000 

 7,400  5,100  5,400  6,700 

 13,500  14,500  10,500 

 3,500  2,100  8,200 

* Data Adjusted or Estimated E-204
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0031273003127400312760031278003128000312820031283003128400312850031286003128700312890031292003129300312940031295003129700312980031299003130000313020031303003130400313050031309003131300313140031316

Tenaya Wy, .1 mi S of Grand Teton DrTenaya Wy, .1 mi S of Vegas DrDurango Dr, .1 mi N of Warm Springs RdAlexander Rd, 75ft E of Rainbow BlDurango Dr, .1 mi S of Ann RdDel Webb, .2 mi W of Rampart RdEl Capitan Wy, 500ft N of Cheyenne AvEl Capitan Wy, 100ft N of Ann RdBuffalo Dr, .1 mi S of Craig RdBuffalo Dr, .1 mi S of Lone Mountain DrBuffalo Dr, .1 mi N of Grand Teton DrRainbow Bl, .2 mi N of Elkhorn RdWashington Av, .1 mi W of Buffalo DrHollywood Bl, .2 mi S of Vegas Valley DrSummerlin Pk, btwn I-215 and N Anasazi DrOakey Bl, 200ft E of Buffalo DrSloan Ln, .1 mi S of Charleston BlLindell Rd, .1 mi N of Sahara AvTwain Av, .1 mi W of SR-595 (Rainbow Bl)Twain Av, 300ft E of SR-596 (Jones Bl)Valle Verde Dr, .1 mi S of I-215Sunset Rd, 200ft E of Boulder HwArroyo Grande Bl, 100ft N of I-215Green Valley Pk, .2 mi S of I-215Rainbow Bl, .3 mi N of Smoke Ranch RdIndustrial Rd, .1 mi N of Spring Mountain RdIndustrial Rd, 300ft S of Wyoming AvAnn Rd, .1 mi E of Hualapai Wy

 1,350  5,500  9,150  9,250  5,950  1,800 

 5,650* 2,750*

 2,250  7,300 

 1,500*

 2,700  6,000  9,750  3,850  3,500  7,500 

 16,000  10,000 

 4,300*

 29,000 

 12,100* 29,000*

 17,200 

 1,700 

 3,150  6,450 

 22,100 

 9,350  9,300  5,950  1,600  6,950  3,200  3,650 

 600 

 7,300*

 3,100 

 19,900 

 6,400 

 11,000 

 4,450  4,150  9,000 

 17,500 

 9,600  5,150 

 33,500  25,900  28,400  17,800 

 3,000 

 2,950  6,100 

 22,000*

 9,700  8,750  5,600 

 830 

 7,300  3,450  4,150 

 630 

 8,500  2,350 

 20,200 

 6,200 

 12,400 

 4,300  4,200 

 10,100  17,000 

 9,300  5,150 

 34,500  27,200  27,100  20,000 

 3,000 

 3,300  5,550 

 44,500*

 10,100  16,900 

 8,400  5,750 

 890 

 7,550  3,800  3,950 

 570 

 10,600 

 4,200 

 21,100 

 6,400 

 12,400 

 4,200  4,850 

 10,700  18,300  10,800 

 5,050 

 35,000  27,300  41,000  19,900 

 2,950 

 3,200  5,300 

 43,000*

 10,000  18,000 

 8,000  5,200  1,000  7,700  4,000  3,900 

 890 

 10,000 

 4,400 

 20,000*

 6,100 

 12,000 

 4,300  4,300  9,600 

 19,000 

 11,000*

 4,700 

 35,000  27,000  24,000  17,000 

 3,000*

 3,000  4,700 

 43,000 

 9,600 

 17,000 

 7,700  5,200 

 940 

 6,700  3,600  3,900  1,200  9,700 

 4,500*

 26,000 

 5,000 

 11,000 

 3,700  3,800  8,000 

 19,000 

 11,000*

 4,400 

 35,000  25,000 

 23,000*

 15,000 

 2,800 

 3,000  4,900 

 47,000 

 8,300 

 18,000 

 7,300  5,200 

 920 

 6,900  3,500  3,700  1,400  9,900  4,600 

 26,000 

 4,800 

 12,000 

 3,600  3,600  7,400 

 19,000 

 7,000  4,200 

 34,000  24,000  26,000  13,000 

 3,300 

 3,400  7,300 

 47,000 

 9,100 

 19,000 

 7,400  4,900 

 960 

 6,400  3,700  5,100 

 1,400*

 9,500  4,000 

 30,000 

 4,000 

 11,000 

 3,400*

 3,100  6,400 

 20,000 

 8,400  4,300 

 36,000  22,000  31,000  13,000 

 3,700 

 2,800  7,600 

 48,000 

 8,600 

 21,000 

 7,800  4,800 

 930 

 6,900  3,800  4,500  1,300  8,400  4,000 

 31,000*

 4,200 

 11,000 

 2,800  3,200  7,100 

 20,000 

 6,600  3,900 

 34,000  22,000  30,000  14,000 

 3,900 

 2,400 

 7,500*

 44,000 

 6,800 

 19,000 

 5,900  4,200  1,000  6,500  3,400 

 3,700*

 1,100  7,400  3,700 

 30,000*

 4,500 

 10,500 

 3,300  2,800 

 7,100*

 18,500 

 6,300  4,100 

 32,500 

 22,000*

 31,500  13,000 

 3,900*

* Data Adjusted or Estimated E-205
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

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2011

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2012

AADT

Station Route / Location

003131700313180031319003139100314000031401003140200314030031404003141100314130031414003141500314170031420003142100314220031423003142400314250031426

Ann Rd, .1 mi E of Durango DrLone Mountain Rd, 150ft W of Fort Apache RdLone Mountain Rd, .1 mi E of Durango DrWebb Av, 300ft W of Mc Daniel StUS95, N/B off-ramp of Centennial Intch "Exit 91' to E/B CL-215US95, N/B off-ramp of Centennial Intch 'Exit 91'US95, N/B on-ramp of Centennial Intch 'Exit 91' to US-95 N/BUS95, S/B off-ramp of Centennial Intch 'Exit 91' to Centennial PkUS95, S/B on-ramp of Centennial Intch 'Exit 91' to US-95IR515, US-95, S/B on-ramp of the Auto Show Intch 'Exit 62'Horizon Ridge Pk, .3 mi W of Gibson RdIR15, N/B off-ramp of the Lamb Intch 'Exit 50'IR15, S/B on-ramp of the Lamb Intch 'Exit 50'IR215, E/B off-ramp of the 215/Henderson Intch to US-95 N &S (before the ramps split)IR215, W/B on-ramp from SR-604 (Las Vegas Bl)IR215, btwn the Sahara Intch 'Exit 25' & the Charleston Intch 'Exit 26'IR515, US-95, S of the Auto Show Intch 'Exit 62'IR515, US-95, N/B off-ramp of the Auto Show Intch 'Exit 62'IR515, US-95, S/B off-ramp of the Auto Show Intch 'Exit 62'US95, S/B off-ramp to E/B Lake Mead DrHorizon Ridge Pk, .3 mi W of Valle Verde Dr

 9,150  6,000  6,050 

 550 

 8,700  3,650  1,350  2,450  6,750 

 12,600 

 5,050 

 10,700 

 4,950  6,200 

 610 

 8,600  3,300  1,200  2,300  7,700 

 21,900 

 5,250 

 41,000  18,400 

 10,900 

 5,100  7,450 

 490 

 9,800  3,550  1,500  2,050 

 13,000* 22,000*

 5,900 

 46,000  16,800 

 10,800 

 5,150  7,800 

 470 

 11,600 

 4,500  1,350  1,850 

 1,650*

 2,450 

 13,900*

 1,550  1,300 

 29,700 

 7,050 

 59,000 

 102,000 

 1,950  5,000 

 11,100  18,800 

 12,000 

 4,800  7,100 

 410 

 11,000 

 4,700  1,300  1,900  2,300  3,300 

 12,000 

 1,700  1,600 

 36,000 

 7,300*

 63,000 

 84,000*

 2,600  5,300 

 11,000  19,000 

 11,000 

 3,700  6,100 

 450 

 12,000 

 5,500  1,400  1,900  1,900  3,300 

 11,000 

 2,100  2,100 

 37,000 

 6,500 

 54,000  81,000 

 2,500  5,100 

 11,000  18,000 

 12,000 

 4,800  6,400 

 450 

 12,000 

 5,900  1,600  2,000  2,100  3,400 

 11,000 

 4,500  4,400 

 37,000 

 8,400 

 65,000  80,000 

 2,600  4,700 

 10,000  19,000 

 12,000 

 5,400  6,800 

 410 

 11,000 

 5,900  1,600  1,900  2,400  3,300  9,900  6,100  6,400 

 37,000 

 8,900 

 70,000 

 93,000*

 2,400  4,800 

 10,000  19,000 

 12,000 

 5,600  6,800 

 470 

 10,000 

 5,500  1,700  2,000  2,200  3,500  9,900 

 7,800*

 8,100 

 37,000  10,000  75,000 

 107,000*

 2,300  4,800 

 10,000  17,000 

 11,500 

 6,200  6,100 

 400 

 11,500 

 6,900  1,700  2,300  3,100  3,400  9,800  7,900  7,100 

 39,000 

 7,900 

 75,500 

 102,000*

 2,200  4,800  9,600 

 17,500 

* Data Adjusted or Estimated E-206
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

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2011

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2012

AADT

Station Route / Location

0031427003142800314290031430003143900314400031441003144300314440031445003144800314490031450003145100314530031456003145700314580031459003146000314610031462

IR215, W/B off-ramp of the Valle Verde Intch 'Exit 3B'IR15, S/B off-ramp to W/B I-215Needles Hw, .1 mi S of Aha Macav PkWyoming St, .1 mi E of Northridge DrIR15, S/B off-ramp of the Sahara Intch 'Exit 40' to Highland DrIR215, E/B off-ramp of the 215/Henderson Intch to US-95 N/BIR515, US-95, N/B on-ramp of the Auto Show Intch 'Exit 62'IR15, N/B off-ramp of the CL-215 Intch (North)IR215, W/B off-ramp of the Decatur Intch 'Exit 13'IR215, E/B on-ramp of the Decatur Intch 'Exit 13'IR15, N/B on-ramp of the CL-215 Intch (North)IR15, S/B off-ramp of the CL-215 Intch (North)IR15, S/B on-ramp of the CL-215 Intch (North)IR15, btwn the Lamb Intch 'Exit 50' and the CL-215 IntchSummerlin Pk, btwn N Anasazi Dr & Towncenter DrIR515, N/B on-ramp of the Galleria Intch 'Exit 64B'IR515, N/B off-ramp of the Galleria Intch 'Exit 64B'IR515, S/B on-ramp of the Galleria Intch 'Exit 64B'IR515, S/B off-ramp of the Galleria Intch 'Exit 64B'US95, S/B on-ramp to US-95/Rancho Intch 'Exit 77' to S/B I-15US95, S/B off-ramp of the Decatur Intch 'Exit 79' to S/B Decatur BlIR15, S/B on-ramp of the Silverado/Gomer Intch 'Exit 31'

 4,250  5,650  2,900  1,300  9,600 

 11,600  10,800 

 3,600  6,500  2,950 

 1,300*

 1,450  4,800 

 12,700  11,500 

 2,650  2,750  4,700 

 34,000*

 26,800 

 3,600 

 11,700 

 2,450  1,250  1,450  4,750 

 11,700 

 9,700  2,400  2,500  5,050 

 38,000*

 26,900 

 4,400 

 14,100 

 2,900  1,300  1,400 

 13,300 

 3,600  5,900 

 13,100  11,100 

 3,000  2,400  6,600 

 36,000*

 28,100 

 4,900 

 16,000 

 3,600  1,300  1,500 

 17,000 

 4,000  7,600 

 12,000  12,000 

 2,700  2,900  7,900 

 39,000 

 27,000*

 2,000 

 4,900 

 16,000 

 2,400  1,200  1,500 

 18,000 

 4,200  7,700 

 12,000* 12,000*

 2,600  2,700  8,300 

 38,000 

 26,000*

 6,600  1,700 

 900 

 5,100 

 17,000 

 2,200  1,300 

 1,500*

 18,000 

 3,500  2,500 

 12,000  11,000 

 2,100  2,300  2,500 

 26,000  26,000 

 6,500  2,100  1,000 

 5,000 

 20,000 

 1,700 

 1,300*

 1,300 

 18,000 

 3,800  2,300 

 13,000  11,000 

 2,100  2,100  2,400 

 33,000* 30,000*

 3,700  3,400  3,900  4,600  6,400  1,900  1,200 

 5,200 

 20,000*

 2,000  1,100  1,200 

 19,000 

 3,800 

 2,500*

 15,000  12,000 

 2,100  2,000  2,800 

 26,000 

 30,000*

 4,300  3,900  4,200  5,300  5,200  1,900  1,400 

 5,200 

 18,500 

 1,500 

 950 

 1,100*

 18,500 

 3,800*

 2,600 

 10,500 

 9,800  2,000  2,000  2,800 

 29,000 

 29,500*

 4,800  3,800  4,400  5,600  6,400  1,900  1,700 

* Data Adjusted or Estimated E-207
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

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2010

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2011

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2012

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Station Route / Location

0031463003146400314650031466003146700314680031469003147000314720031473003147400314750031476003147700314790031480003148100314820031483003148400314850031486003148700314880031489

IR15, N/B off-ramp of the Silverado/Gomer Intch 'Exit 31'IR15, N/B on-ramp of the Silverado/Gomer Intch 'Exit 31'IR15, S/B off-ramp of the Silverado/Gomer Intch 'Exit 31'US93, N/B off-ramp of the Hoover Dam IntchUS93, N/B on-ramp of the Hoove Dam IntchUS93, S/B off-ramp of the Hoover Dam IntchUS93, S/B on-ramp of the Hoover Dam IntchUS93, S of the Boulder Intch towards the damPioneer Dr, .1 mi N of Mesa BlMesquite Heights Rd, 500ft N of Hardy Wy and Turtleback RdPioneer Bl, 350ft E of Falcon Ridge PkPioneer Bl, .1 mi W of Falcon Ridge PkFalcon Ridge Pk, 500ft N of Pioneer BlAlexander Rd, .3 mi E of Tenaya WyAlta Dr, .1 mi W of Buffalo DrArroyo Grande Bl, 450ft S of Warm Springs RdCharleston Bl, 200ft W of Christy Ln..Cheyenne Av, .4 mi W of US-95Decatur Bl, .1 mi S of Deer Springs RdDesert Inn Rd, 300ft E of El Capitan WyDesert Inn Rd, .2 mi W of Torrey Pines DrDesert Inn Rd, .3 mi E of Decatur BlDurango Dr, .2 mi S of Spring Mountain RdDurango Dr, .2 mi S of SR-159 (Charleston Bl)Durango Dr, .1 mi S of Westcliff Dr

 2,000  2,000  2,000 

 1,100 

 22,000  22,000 

 8,100*

 12,000*

 9,500*

 34,000* 13,000* 21,000* 39,000* 26,000* 35,000* 13,000*

 1,300 

 22,000  22,000 

 7,800 

 180 

 4,600  1,300  3,700  8,100 

 12,000 

 9,600 

 35,000  51,000  30,000  14,000  27,000  41,000  25,000  33,000  13,000 

 1,400 

 23,000 

 23,000*

 1,600  2,700  2,300  1,100 

 15,000 

 9,500 

 260 

 4,800 

 1,500*

 3,900  8,100  7,100  9,900 

 34,000  47,000  19,000  19,000  23,000  34,000  28,000  26,000  22,000 

 1,700 

 23,000  23,000 

 1,200  2,500  2,100 

 790 

 12,000 

 9,400 

 240 

 4,900 

 1,500*

 4,000  9,700  7,100  9,400 

 33,000  46,000 

 19,000*

 22,000  29,000  36,000  27,000  25,000  21,000 

 2,100 

 24,000  25,000 

 850 

 2,500  2,400 

 950 

 11,500  10,500 

 250 

 5,000  1,300  3,700  7,700  6,900  9,500 

 33,000 

 45,000*

 17,500  20,000  27,500  34,500  27,000  26,500  22,000 

* Data Adjusted or Estimated E-208
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

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2011

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2012

AADT

Station Route / Location

0031490003149200314940031497003149800314990031500003150100315020031503003150400315050031506003150700315080031509003151000315110031512003151300315140031515003151600315170031518003151900315200031521

Durango Dr, .3 mi N of Tropicana AvEastern Av, .3 mi S of Windmill LnFlamingo Rd, .2 mi W of Cabana DrHarmon Av, .2 mi W of SR- 612 (Nellis Bl)Hollywood Bl, 150ft N of Stewart AvHorizon Dr, .1 mi E of Arrowhead DrDean Martin Dr, .1 mi N of Tompkins StLake Mead Bl, .2 mi E of CL-215 (Western Beltway)Lone Mountain Rd, .1 mi W of Scott Robinson StLone Mountain Rd, 100ft W of Torrey Pines DrMountain Vista St, 250ft N of Harmon AvPecos Rd, 300ft S of Pebble RdRainbow Bl, .1 mi S of Washington BlSmoke Ranch Rd, .4 mi W of Jones BlSpencer St, .2 mi S of Serene AvSpring Mountain Rd, .3 mi W of Durango DrSpring Mountain Rd, .2 mi W of Buffalo DrStephanie St, .1 mi N of Galleria DrStephanie St, .1 mi N of Warm Springs RdSunridge Heights, .1 mi W of Eastern AvTorrey Pines Dr, 250ft N of Lake Mead BlTorrey Pines Dr, 250ft N of Washington AvTorrey Pines Dr, 200ft N of Oakey BlTropicana Av, .1 mi W of Decatur BlTwain Av, .1 mi E of Paradise RdTwain Av, .1 mi W of Dean Martin Dr.Valley View Bl, .1 mi N of Post StVegas Dr, 300ft W of Rancho Dr

 24,000* 39,000* 11,000*

 8,100* 9,500*

 21,000* 24,000*

 8,200*

 10,000* 13,000*

 27,000 

 15,000* 10,000* 17,000* 16,000* 28,000*

 9,500* 9,500*

 10,000* 11,000*

 25,000  35,000  15,000 

 8,100 

 12,000  30,000  22,000 

 9,000  8,200 

 10,000  12,000  25,000  30,000  13,000  18,000  10,000  18,000  16,000  28,000 

 8,300  9,400  8,800 

 10,000  45,000  24,000  15,000  16,000  11,000 

 23,000*

 35,000  17,000 

 7,600 

 12,000  20,000  14,000 

 5,600  3,800 

 10,000  11,000  23,000  26,000  12,000  18,000  10,000 

 16,000*

 17,000  29,000 

 8,600  8,400  7,900  7,200 

 45,000 

 16,000* 14,000*

 16,000  10,000 

 23,000*

 34,000 

 17,000*

 7,600 

 12,000  20,000  16,000 

 6,000  3,600  7,700 

 11,000  25,000  26,000  11,000  16,000  10,000  18,000  17,000  30,000 

 8,300  7,500  7,200  6,700 

 46,000* 16,000*

 16,000  15,000 

 9,100 

 26,000  33,000  15,000 

 7,100 

 11,500*

 18,500  16,000 

 6,200  3,400  8,100 

 10,000  24,500  26,000  11,000  16,500 

 9,500 

 16,500  17,000  30,500 

 8,100  9,200  7,400  8,400 

 43,500  14,500  14,500  15,000 

 8,900 

* Data Adjusted or Estimated E-209
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

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2011

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2012

AADT

Station Route / Location

0031522003152300315240031525003152600315270031576003200000320010032002003200400320060032007003200800320090032010003201100320120032013003201400320150032016003201700320180032019003202000320210032022

Warm Springs Rd, .2 mi E of Valley Verde DrWarm Springs Rd, .2 mi E of Arroyo Grande BlWhitney Ranch Rd, 300ft N of Galleria DrWigwam Av, .3 mi E of Green Valley PkWindmill Ln, .2 mi E of Spencer StWindmill Ln, .4 mi E of Eastern AvUS95, S/B on-ramp from W/B Cheyenne.5th St, E Fifth St, .1 mi N of Gowan Rd5th St, E Fifth St, .1 mi N of Tropical PkAlexander Av, .1 mi E of CL-215 (Western Beltway)Allen Av, .1 mi N of Gowan RdAlta Dr, .1 mi W of Rainbow BlAnn Rd, .1 mi E of CL-215 (Western Beltway)Ann Rd, .1 mi W of Decatur BlAnn Rd, .1 mi W of CL-215 (Western Beltway)Anthem Pk, .1 mi W of Eastern AvArroyo Grande Bl, .1 mi S of CL-215 (Western Beltway)Arville St, .1 mi N of Harmon AvAutoShow Dr, .1 mi W of US-95Bermuda Rd, .1 mi S of Serene AvBermuda Rd, .1 mi N of St Rose PkBermuda Rd, .1 mi N of Pebble RdBermuda Rd, .1 mi S of Warm Springs RdBonanza Rd, .1 mi E of Las Vegas BlBruce St, .1 mi N of Bonanza RdBuffalo Dr, .1 mi N of Alta DrBuffalo Dr, .2 mi N of Centennial Pk (Sky Pointe)Buffalo Dr, .1 mi N of Peace Wy

 10,200 

 2,050  3,600 

 12,700  12,500 

 2,200 

 14,700 

 4,600 

 23,700  11,300  12,000 

 7,150 

 18,500  35,000  15,500 

 12,000*

 2,100*

 4,050  5,300 

 14,400 

 2,700 

 17,600 

 8,650  5,250 

 24,800 

 9,100 

 14,300 

 520 

 13,700 

 8,550 

 19,500 

 5,100 

 40,500 

 3,500*

 16,600 

 9,900* 3,450*

 4,350  5,900 

 13,500 

 2,850 

 19,100 

 9,600  5,250 

 26,100*

 12,000  12,900 

 580 

 14,100*

 8,650*

 20,300 

 5,150 

 37,500 

 3,750*

 16,300 

 13,000 

 3,400*

 4,800  4,700 

 14,000 

 2,200 

 20,000 

 2,700 

 12,000 

 4,900 

 23,000  13,000  16,000 

 2,400 

 14,000 

 9,100 

 19,000 

 5,900 

 35,000 

 8,500 

 14,000 

 23,000* 36,000* 11,000*

 9,000*

 25,000* 20,000* 15,000*

 3,100  5,100 

 4,800*

 11,000 

 2,900 

 23,000 

 2,500 

 11,000 

 4,600 

 22,000*

 13,000 

 15,000*

 2,300*

 13,000*

 8,600*

 18,000*

 5,600*

 28,000 

 5,200 

 14,000 

 22,000  35,000  12,000 

 8,200 

 24,000  19,000  11,000 

 4,600  4,900  5,300 

 11,000 

 2,700 

 22,000 

 2,600 

 11,000 

 4,300 

 22,000  13,000  16,000 

 3,300 

 12,000 

 8,000 

 16,000 

 5,100 

 30,000 

 8,500 

 14,000 

 24,000  23,000 

 8,000  6,700 

 23,000  16,000  10,000 

 6,100  4,100  5,500  9,400  2,900 

 23,000 

 3,100 

 12,000 

 4,300 

 18,000  12,000  17,000 

 4,200 

 11,000 

 7,400 

 13,000 

 4,800 

 27,000 

 8,400 

 13,000*

 23,000  23,000 

 7,700  6,200 

 22,000  16,000 

 10,000*

 6,200* 4,400* 5,600* 9,500*

 3,700 

 22,000 

 3,700 

 12,000 

 4,300*

 18,000 

 12,000* 17,000*

 4,700 

 11,000*

 7,500*

 14,000 

 4,200 

 27,000*

 8,500*

 13,000*

 23,500  23,000 

 7,600  6,600 

 21,500  15,500 

 4,600 

 10,000*

 6,200* 4,400* 5,200* 9,400* 3,700*

 22,000*

 3,700*

 11,000*

 4,300*

 17,000  12,500 

 17,000*

 4,600*

 11,000*

 8,400 

 15,000 

 5,500 

 26,000*

 7,800 

 12,000*

* Data Adjusted or Estimated E-210
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0032024003202500320260032027003202800320290032032003203300320340032036003203700320380032039003204000320410032042003204300320440032045003204600320470032048003204900320500032051003205200320530032054

Buffalo Dr, .1 mi S of Robindale RdAnasazi Dr, .1 mi N of Summerlin PkAnn Rd, .1 mi E of US-95Centennial Center, .1 mi N of Azure AvSR602, Casino Center Bl, .1 mi S of US-95Tropical Pk, .1 mi W of Decatur BlCheyenne Av, .1 mi E of CL-215 (Western Beltway)Cheyenne Av, .1 mi W of CL-215 (Western Beltway)Commerce St, .1 mi N of Gowan RdDecatur Bl, .1 mi N of Edna AvDecatur Bl, .1 mi N of Patrick LnDecatur Bl, .1 mi N of Tropical PkDecatur Bl, .1 mi S of Cactus AvDesert Inn Rd, .1 mi E of CL-215 (Western Beltway)Desert Inn Rd, .1 mi W of Rainbow BlDesert Inn Rd, .1 mi W of CL-215 (Western Beltway)Decatur Bl, .1 mi N of Gowan RdDurango Dr, .1 mi N of Edna AvDurango Dr, .1 mi N of Gowan RdDurango Dr, .2 mi N of Patrick LnDurango Dr, .1 mi N of Robindale RdDurango Dr, .01 mi N of Tropical PkDurango Dr, .1 mi S of Oso Blanca RdEastern Av, .1 mi N of Serene AvEastern Av, .1 mi N of CL-215 (Western Beltway)Eastern Av, .1 mi S of St Rose PkEastgate Rd, .1 mi S of Warm Springs RdEl Capitan Wy, .1 mi N of Tropical Pk

 12,300  25,700  14,100  14,700 

 7,700  1,650 

 45,500  26,100  12,000  11,100 

 5,650 

 28,500 

 4,800 

 27,500  32,000  16,500  16,800 

 7,000  7,450 

 55,500 

 1,400 

 11,000*

 31,000  12,700 

 8,800 

 17,600 

 9,600  1,950 

 47,500  28,100  14,800  13,100 

 4,350 

 27,800 

 4,550 

 28,000  35,000  17,600  21,600  10,500  16,700  70,000  37,500  59,000 

 1,850 

 620 

 11,100*

 32,500  14,100 

 9,200 

 19,100  10,100 

 7,450 

 47,500 

 29,100*

 16,100 

 15,100*

 4,650*

 31,500 

 4,850*

 29,100  39,000  18,100 

 23,100*

 11,100  17,400 

 70,500*

 39,000  58,500 

 2,350 

 660 

 9,000 

 11,000  28,000  13,000  11,000  17,000 

 9,400  8,400 

 48,000  33,000  22,000  17,000 

 3,600 

 32,000 

 3,500 

 30,000  39,000  18,000  25,000  37,000  15,000  22,000  72,000  43,000  57,000 

 2,400 

 680 

 10,000  12,000  31,000  13,000 

 10,000*

 18,000  10,000 

 8,000*

 42,000  26,000  23,000 

 16,000*

 3,600 

 24,000 

 3,500*

 28,000  35,000  19,000  23,000  37,000  18,000  25,000 

 68,000*

 41,000  54,000 

 2,400*

 750 

 11,000 

 9,600 

 30,000  15,000  12,000 

 4,400 

 19,000 

 9,800  7,800 

 42,000  29,000  21,000  18,000 

 4,600 

 25,000 

 4,300 

 29,000  33,000  18,000  26,000  38,000  19,000  25,000  67,000  39,000  53,000 

 2,800 

 800 

 10,000 

 9,700 

 30,000  15,000 

 13,000*

 4,000 

 19,000  10,000 

 7,400 

 40,000* 29,000*

 20,000  17,000 

 4,600*

 26,000*

 4,300*

 28,000 

 27,000*

 14,000 

 26,000* 38,000* 16,000*

 23,000 

 74,000*

 37,000  54,000 

 3,000 

 680 

 10,000*

 9,800*

 30,000* 15,000* 13,000*

 4,600 

 20,000  11,000 

 7,500*

 40,000* 29,000* 20,000* 17,000*

 4,200 

 26,000*

 4,500 

 28,000* 27,000* 15,000* 26,000* 38,000* 16,000* 24,000* 75,000* 38,000* 53,000*

 3,000*

 700*

 9,900* 9,800*

 30,000* 15,000*

 10,500 

 5,600*

 20,000* 11,000*

 7,500*

 39,000* 28,000* 20,000* 16,000*

 4,000 

 25,000*

 4,400*

 28,000* 27,000* 15,000* 26,000* 37,500*

 15,500 

 24,000* 74,000*

 37,000 

 53,000*

 3,500 

 700*

* Data Adjusted or Estimated E-211
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0032055003205600320570032058003205900320610032062003206300320640032065003206600320670032068003207000320710032072003207400320750032076003207800320790032080003208700320880032090003209200320930032094

Elkhorn Rd, .1 mi W of Dillseed DrElkhorn Rd, .1 mi W of Decatur BlExecAirport Dr, .1 mi S of St Rose PkFar Hills Av, .1 mi E of CL-215 (Western Beltway)Far Hills Av, .1 mi W of CL-215 (Western Beltway)Flamingo Rd, .1 mi E of CL-215 (Western Beltway)Flamingo Rd, .1 mi W of CC-215 (Western Beltway)Fort Apache Rd, .1 mi N of Gowan RdFort Apache Rd, .1 mi N of Peace WyFort Apache Rd, .1 mi N of Patrick LnFort Apache Rd, .1 mi N of Tropical PkFrank Sinatra Dr, .1 mi N of Flamingo RdFrank Sinatra Dr, .1 mi S of Tropicana BlGibson Rd, .1 mi S of Boulder HwGibson Rd, .1 mi S of Warm Springs RdGilespie St, .1 mi S of Warm Springs RdGrand Teton Dr, .1 mi W of Decatur BlGrand Teton Dr, .1 mi W of US-95Grand Teton Dr, .1 mi E of US-95Green Valley Pk, .1 mi N of I-215Tenaya Wy, .2 mi S of Centennial PkRainbow Bl, .1 mi N of Hammer LnGowan Rd, .1 mi E of Clayton DrAlexander Rd, 300ft W of MLK BlGrand Central Pk, N of Bonneville StH St, .1 mi N of Bonanza RdHacienda Av, Mandalay Bay Rd, .1 mi E of Las Vegas BlHacienda Av, .1 mi W of I-15

 6,800* 5,650* 2,900* 4,800* 5,350*

 760 

 1,550  8,300  9,450 

 20,500  13,800 

 5,000 

 11,400 

 1,900 

 12,900  16,600 

 8,050 

 23,900 

 1,950  2,100 

 430 

 40,500 

 6,800* 5,650* 2,900* 4,800* 5,400*

 17,300 

 9,450 

 760*

 1,450  7,850  7,550  7,350 

 27,800  21,100 

 6,250 

 22,000  12,900 

 1,050 

 29,500  20,000 

 8,900 

 22,300 

 1,650  4,100 

 840*

 38,500 

 7,000* 5,800* 3,000* 4,900* 5,600*

 4,400 

 18,300  13,000 

 800*

 1,650  9,050  8,950  8,750 

 29,100* 22,100*

 6,550 

 23,100* 14,100*

 1,150 

 18,700  20,400 

 9,300 

 17,100 

 960 

 1,850  4,350 

 890*

 37,000 

 7,300* 6,050* 3,100* 5,100* 5,800*

 4,600 

 20,000  11,100 

 7,600  4,000  9,600  7,100  6,300 

 32,000  25,000 

 4,400 

 28,000  14,000 

 1,500 

 21,000  13,000 

 8,400 

 16,000 

 2,500  3,400  4,400 

 640 

 37,000 

 7,700* 6,700* 3,200* 5,100* 5,800*

 4,700 

 22,000  15,000 

 8,700  4,600 

 9,200*

 7,800  7,000 

 34,000  31,000 

 5,100 

 27,000 

 15,000*

 1,800 

 20,000* 12,000*

 8,200 

 14,000 

 2,400*

 3,700  5,500 

 930 

 32,000 

 7,400* 6,400* 3,000* 4,800* 5,500* 4,500*

 21,000* 14,000*

 9,300  4,900  5,300  7,100  6,200 

 34,000  25,000 

 3,900 

 28,000  17,000 

 1,800 

 24,000  13,000 

 9,500 

 14,000 

 2,400  3,100  4,800 

 840 

 32,000 

 7,500* 6,500* 3,100* 4,900* 5,600*

 6,100 

 18,000  13,000 

 8,400  5,000 

 5,300*

 7,500  6,900 

 38,000* 28,000*

 3,900 

 27,000* 19,000*

 1,400 

 22,000*

 16,000  10,000  13,000 

 2,200  4,000  4,800 

 840*

 33,000*

 7,400* 6,400* 3,000* 4,800* 5,500*

 3,300 

 15,000  12,000 

 8,500* 5,100*

 4,900  8,900  8,000 

 34,000  27,000 

 4,200*

 27,000* 19,000*

 1,500*

 22,000* 16,000* 10,000* 13,000*

 2,200*

 4,600 

 4,800*

 850*

 33,000*

 7,500* 6,500* 3,000* 4,800* 5,600*

 2,900 

 14,000  12,000 

 8,500* 5,100* 4,900* 8,800* 7,800*

 33,500* 26,000*

 4,200*

 26,000* 18,000*

 1,500*

 22,000* 15,500*

 9,900*

 12,000*

 2,600 

 4,600* 4,600*

 750 

 33,000*

 7,500* 6,500* 2,900* 4,700* 5,500*

 2,900 

 15,500 

 11,500*

* Data Adjusted or Estimated E-212
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0032095003209600320980032099003210000321010032104003210700321090032111003211400321150032119003212200321230032124003212600321270032128003213000321350032136003213700321390032140003214100321420032143

Lone Mountain Rd, .1 mi W of US-95 ramps.Alexander Rd, .4 mi W of Buffalo DrTorrey Pines Dr, .4 mi N of Gowan RdTenaya Wy, .1 mi N of Gowan RdGowan Rd, .3 mi E of Tenaya WyTorrey Pines Dr, 200ft N of Peak StLake Mead Bl, .1 mi W of US-95Michael Wy, btwn Smoke Ranch Rd & Rancho DrVegas Dr, .1 mi W of US-95Washington Av, .1 mi E of Tenaya WyHarmon Av, .1 mi E of Las Vegas BlHarmon Av, .1 mi E of Paradise RdHarmon Av, .1 mi W of I-15Hills Center Dr, .2 mi S of Lake Mead BlHollywood Bl, .1 mi N of Sahara AvHorizon Ridge Pk, .1 mi E of Eastern AvHorizon Ridge Pk, .1 mi N of Horizon DrHorizon Ridge Pk, .1 mi W of Eastern AvTorrey Pines Dr, .25 mi S of Edna DrHorizon Ridge Pk, .1 mi W of Stephanie StHualapai Wy, .1 mi S of Sahara AvHualapai Wy, .1 mi N of Gowan RdTorrey Pines Dr, .2 mi S of Twain AvTorrey Pines Dr, .1 mi S of Harmon AvIndustrial Rd, Dean Martin Dr, .1 mi N of Flamingo RdIndustrial Rd, Dean Martin Dr, .1 mi N of Sahara AvWigwam Av, 50ft W of Giles StIndustrial Rd, Dean Martin Dr, .1 mi N of Patrick Ln

 7,800* 4,850* 1,800* 8,050* 6,600* 5,500*

 42,400*

 4,550*

 10,900*

 4,850* 5,300* 5,800* 1,050*

 7,800* 4,850* 1,800*

 9,650 

 6,600* 5,500*

 43,500 

 4,600*

 10,800 

 7,300*

 21,400  15,300 

 3,300  8,150  6,900 

 16,900 

 4,900*

 18,100  12,500 

 1,400 

 5,300* 5,800* 1,050*

 8,250 

 8,000* 5,000* 1,900*

 8,700 

 6,800* 8,000*

 40,500 

 4,700*

 11,700 

 7,500*

 21,800  15,700 

 5,300  7,250  8,150 

 22,200  25,100 

 7,750 

 5,000*

 20,200  15,000 

 1,450 

 5,300* 5,800*

 26,000*

 22,800 

 1,050*

 13,200 

 8,300* 5,200* 2,000*

 9,150 

 7,100* 8,350*

 40,500 

 4,900*

 13,100 

 7,800*

 23,100*

 17,100 

 4,650 

 7,550*

 6,950 

 27,600  18,400 

 9,600 

 5,200*

 19,600 

 16,100*

 1,550 

 5,550* 6,050*

 27,800*

 23,800 

 1,150*

 14,100*

 7,600* 5,800* 2,000*

 8,300 

 6,600* 8,100*

 38,000 

 4,900*

 13,000 

 7,800*

 19,000  26,000 

 4,600*

 7,000  7,100 

 27,000  17,000  13,000 

 5,100*

 17,000  16,000 

 4,900 

 5,400* 5,900*

 25,000  20,000 

 1,100*

 13,000 

 7,200* 5,500* 1,900*

 8,500 

 6,500* 7,700*

 42,000 

 4,700*

 12,000 

 7,400*

 18,000* 25,000*

 4,400*

 7,500 

 6,700*

 27,000  17,000  14,000 

 4,800*

 16,000  15,000 

 5,400 

 5,100* 5,600*

 24,000* 19,000*

 1,000*

 12,000*

 7,400* 5,600* 1,900*

 7,900 

 6,500*

 7,700 

 39,000 

 4,800*

 12,000 

 7,600*

 18,000  26,000 

 4,700  6,800  6,700 

 25,000  15,000  14,000 

 4,900*

 15,000  15,000 

 4,900  5,100  5,600 

 27,000  15,000 

 1,000 

 11,000 

 7,300* 5,500* 2,100*

 7,600 

 6,600* 7,100*

 36,000 

 4,900*

 11,000 

 7,500*

 18,000  30,000 

 4,900  6,000  9,600 

 26,000  15,000  15,000 

 5,000*

 15,000 

 15,000*

 4,300 

 5,100* 5,600*

 17,000  16,000 

 970*

 9,100*

 7,400* 5,600* 2,100* 7,700* 6,700* 7,200*

 36,000*

 4,900*

 11,000 

 7,500*

 19,000* 30,000*

 6,600 

 6,100* 9,700*

 25,000 

 15,000*

 14,000 

 5,100*

 15,000*

 14,000 

 4,600*

 4,000 

 5,700*

 22,000* 15,000*

 980*

 9,200*

 7,400* 5,500* 2,100* 7,700* 6,600* 7,000*

 38,000 

 4,800*

 10,500 

 7,400*

 32,000  27,000 

 5,500* 6,100*

 9,900 

 25,000*

 15,500 

 14,000*

 5,000*

 15,000* 14,000*

 4,600* 3,900* 5,500*

 19,000  15,500 

 950*

 8,200 

* Data Adjusted or Estimated E-213
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0032144003214500321480032150003215100321520032154003215800321590032160003216100321620032167003216800321690032171003217200321740032175003217600321770032180003218100321820032183003218700321880032189

Industrial Rd, Dean Martin Dr, .1 mi S of Cactus AvIndustrial Rd, Dean Martin Dr, .2 mi N of Wigwam AvWindmill Ln, .1 mi W of Green Valley PkWigwam Av, .1 mi E of Eastern AvPebble Rd, .1 mi E of Eastern AvJones Bl, .1 mi N of Patrick LnWigwam Av, .1 mi W of Green Valley PkValley Verde Dr, .1 mi N of I-215Jones Bl, .1 mi S of Cactus AvKoval Ln, .1 mi N of Flamingo RdWindmill Ln, 260ft E of Valley Verde DrValley Verde Dr, .1 mi S of Warm Springs RdWarm Springs Rd, .1 mi W of US-95Van Wagenen St, .5 mi S of SR-146 (Lake Mead Dr)Koval Ln, .1 mi S of Tropicana AvLamb Bl, .1 mi N of Bonanza RdLas Vegas Bl, Las Vegas Bl, .2 mi S of St Rose PkGreenway Rd, btwn Boulder Hw & U.P.R.R.Las Vegas Bl, Las Vegas Bl, .1 mi S of Serene AvAthens St, E of Evelyn StGalleria Dr, .3 mi E of Stephanie StLas Vegas Bl, Las Vegas Bl, .1 mi S of US-95Lone Mountain Rd, .1 mi E of CC-215Nellis Bl, .1 mi N of Hacienda AvLone Mountain Rd, .1 mi W of CC-215Losee Rd, .1 mi N of Tropical PkMarks St, .1 mi S of Warm Springs RdMaryland Pk, .1 mi S of Serene Av

 15,800*

 3,200* 9,450*

 19,700* 12,700*

 5,650* 8,350*

 17,500*

 8,450* 7,950* 7,600* 3,500* 5,450*

 2,800 

 12,800  11,300  12,200  11,000  11,800  13,500  16,000 

 6,000*

 33,500 

 5,700* 8,400*

 22,300 

 8,450*

 23,000  37,500 

 7,950* 4,500* 7,600* 3,500*

 4,250 

 5,500*

 8,650  8,000 

 3,050 

 14,300  12,600  12,400  11,400  18,300  13,000  16,000 

 5,800 

 32,000 

 5,900*

 12,700  23,500 

 8,400*

 25,500  38,000 

 6,500 

 8,000*

 29,800 

 7,800* 3,600*

 33,500 

 4,750 

 5,700*

 2,500 

 11,500 

 7,800 

 17,400 

 2,950*

 13,100*

 11,700  12,100 

 11,100* 19,100*

 13,100  16,800 

 6,850*

 32,500 

 6,200*

 10,900  16,900 

 7,650*

 25,500  39,000 

 6,550 

 7,750*

 35,500*

 8,100* 3,800*

 35,000 

 5,050 

 5,900*

 2,650 

 14,800 

 5,750 

 19,100*

 4,100 

 19,000  12,000  12,000  11,000  26,000  13,000  17,000 

 5,500 

 34,000 

 6,200*

 11,000  20,000 

 8,000*

 27,000  39,000 

 8,900 

 7,800*

 39,000 

 7,800* 3,900*

 32,000 

 4,200 

 6,100*

 2,100 

 14,000 

 7,000 

 18,000 

 3,900*

 17,000*

 9,800 

 11,000*

 11,000  22,000  12,000  18,000 

 5,300*

 30,000*

 6,000*

 10,000  18,000 

 8,200*

 26,000* 37,000*

 7,500* 7,600*

 37,000*

 7,600* 3,700*

 31,000*

 4,000* 5,800* 2,000*

 15,000 

 5,700 

 17,000*

 5,700  6,000  9,400 

 11,000  12,000  23,000  11,000  17,000 

 4,100 

 32,000 

 6,100*

 11,000  18,000 

 8,000 

 27,000  40,000 

 4,700  7,600 

 24,000 

 7,700* 3,800*

 31,000 

 4,000 

 5,900*

 1,600 

 14,000 

 5,900 

 16,000 

 5,300  5,700  9,500 

 11,000  11,000 

 22,000*

 9,900 

 16,000 

 5,900 

 26,000 

 6,000*

 10,000  16,000 

 8,000*

 20,000  34,000  14,000 

 7,800*

 25,000*

 7,800* 3,900*

 29,000*

 4,400 

 6,000*

 1,200 

 16,000 

 5,700 

 17,000 

 5,400*

 5,000 

 9,600*

 11,000  10,000 

 22,000* 10,000* 16,000*

 6,000*

 26,000*

 6,000*

 10,000* 16,000*

 8,100*

 20,000* 30,000*

 13,000 

 8,500*

 25,000*

 7,800* 3,900*

 29,000*

 5,400 

 6,100*

 1,200 

 16,000*

 5,800*

 17,000*

 5,300* 4,900* 9,500*

 10,500* 10,000* 21,000*

 9,900*

 15,500*

 5,900*

 33,500 

 5,900*

 9,000 

 15,000*

 7,900*

 19,000* 29,000* 13,000*

 8,100*

 25,000*

 7,700* 3,800*

 29,500 

 6,700 

 6,000* 1,500*

 16,000*

 5,700*

 17,000*

* Data Adjusted or Estimated E-214
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0032190003219300321940032195003219600322000032201003220400322050032206003220700322080032211003221200322130032214003221500322160032217003221800322190032221003222200322230032224003222500322260032227

Maryland Pk, .1 mi N of St Rose PkMaryland Pk, .1 mi N of Pebble RdMartin Luther King Bl, .1 mi N of Gowan RdPaseo Verde Pk, .1 mi W of Green Valley PkOgden Av, .1 mi W of Main StPatrick Ln, .1 mi W of Stephanie StPebble Rd, .1 mi E of Las Vegas BlPebble Rd, .1 mi W of Eastern AvPebble Rd, .1 mi E of Rainbow BlPecos Rd, .1 mi N of Gowan RdPecos Rd, .1 mi N of Coronado Center DrRainbow Bl, .1 mi N of Gowan RdRange Rd, .1 mi S of CC-215Red Rock Ranch Rd, .1 mi S of Desert Foothills DrFiesta Henderson Rd, .1 mi S of Lake Mead PkRiviera Bl, .1 mi E of Las Vegas BlRobindale Rd, .1 mi E of Las Vegas BlRussell Rd, .1 mi E of Boulder HwRussell Rd, .1 mi E of CC-215Russell Rd, .1 mi E of Decatur BlRussell Rd, .1 mi W of Stephanie StRussell Rd, .1 mi W of US-95Russell Rd, .1 mi W of CC-215Sahara Av, .1 mi E of CC-215Sahara Av, .1 mi W of CC-215Sands Av, .1 mi E of Las Vegas BlSantiago Dr, .1 mi W of Stephanie StSerene Av, .1 mi E of Eastern Av

 5,900*

 19,700*

 18,300  39,500  17,400 

 5,900*

 4,950  9,100 

 14,800 

 190*

 9,550 

 26,500  11,400 

 6,600  6,850  7,150 

 4,000*

 12,000*

 18,500  25,800  13,300 

 30,000*

 7,900 

 36,400*

 9,200  7,550 

 8,800 

 18,600  36,500  19,500 

 6,000*

 4,850 

 11,100  15,200 

 400 

 9,900 

 28,000 

 11,000*

 7,700  7,650 

 11,400 

 5,850  1,550  7,900  4,650 

 20,400  29,100  28,300  13,700  12,300 

 9,150 

 36,000*

 10,200 

 6,700 

 9,000 

 19,100*

 38,500  19,700 

 6,350*

 5,000 

 10,400 

 16,100*

 510*

 10,300 

 32,500* 11,100*

 10,600 

 8,000 

 12,000 

 7,450 

 1,850*

 7,150 

 4,950*

 19,100* 29,100* 28,100* 14,300* 13,100*

 9,750 

 42,500*

 5,700  7,400 

 8,200 

 19,000  38,000  18,000 

 6,000*

 5,300  8,900 

 17,000 

 430 

 11,000  48,000  12,000 

 9,900 

 8,200*

 12,000*

 6,800  1,500  9,000  4,500 

 31,000  28,000  25,000  13,000  13,000  10,000  47,000 

 5,100  7,000 

 7,800*

 18,000* 40,000*

 17,000 

 5,900*

 4,500 

 8,400*

 17,000 

 400*

 10,000* 46,000*

 13,000 

 8,100  7,900 

 12,000 

 6,500* 1,400*

 6,000  5,000 

 29,000*

 26,000  22,000  13,000  12,000  11,000 

 45,000*

 4,600 

 6,700*

 6,800 

 17,000  38,000  15,000 

 6,000  4,600  8,200 

 17,000 

 520 

 12,000  45,000  11,000 

 7,000  7,800  7,600  5,200  2,000  6,600  9,100 

 27,000  26,000  23,000  18,000  12,000  11,000  41,000 

 3,900  3,200 

 5,900 

 17,000  32,000  14,000 

 5,900*

 5,100  7,500 

 16,000 

 500*

 9,700 

 42,000 

 8,500  5,000 

 8,000*

 8,400 

 4,900*

 1,800  7,300 

 9,100*

 27,000*

 23,000  23,000  15,000 

 11,000*

 10,000  45,000 

 3,900  4,600 

 6,500 

 17,000* 32,000* 14,000*

 6,000* 5,100*

 7,000 

 15,000 

 500*

 9,800*

 41,000 

 8,600* 5,100* 8,100* 8,500*

 4,600  2,000 

 7,400*

 10,000  25,000 

 23,000* 23,000*

 18,000  14,000  12,000  41,000 

 3,900*

 5,000 

 7,200 

 17,000* 31,500* 14,000*

 5,900* 5,000* 7,000*

 15,000*

 500*

 9,600*

 41,000*

 8,600* 5,100* 8,100* 8,400*

 5,300 

 1,900*

 8,900 

 10,500 

 24,000*

 23,000  21,000  20,000 

 14,000* 12,000*

 45,500 

 3,400 

 4,900*

* Data Adjusted or Estimated E-215
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0032228003222900322310032232003223300322340032235003223700322380032239003224100322420032243003224400322450032246003224700322480032249003225100322520032253003225400322560032257003226200322640032265

Serene Av, .1 mi E of Las Vegas BlSerene Av, .1 mi W of Eastern AvSilverado Ranch Bl, .1 mi W of Eastern AvSilverado Ranch Bl, .4 mi W of Decatur BlSimmons St, .1 mi N of Gowan RdSmoke Ranch Rd, .1 mi W of US-95Speedway Bl, .1 mi E of I-15Spencer St, .1 mi N of Cactus AvSpring Mountain Rd, .1 mi W of Decatur BlStatz St, .1 mi N of Tropical PkStephanie St, .1 mi S of I-215Stephanie St, .1 mi N of I-215Stephanie St, .1 mi S of Warm Springs RdStewart Av, .1 mi E of Eastern AvSunset Rd, .1 mi E of CC-215Sunset Rd, .1 mi W of Decatur BlSunset Rd, .1 mi W of Rainbow BlSunset Rd, .1 mi W of CC-215Town Center Dr, .1 mi N of CC-215Town Center Dr, .1 mi S of CC-215Tropical Pk, .1 mi W of Centennial Center BlTropicana Av, .1 mi E of Boulder HwTropicana Av, .1 mi E of CC-215Tropicana Av, .1 mi W of Rainbow BlTropicana Av, .1 mi W of CC-215Valley View Bl, .1 mi S of Cactus AvVegas Dr, .1 mi W of Decatur BlVegas Valley Dr, .1 mi E of Nellis Bl

 1,550 

 23,000  10,200  14,600 

 3,200 

 34,500  19,100  39,000  16,100 

 2,300 

 12,200 

 4,000 

 12,200  26,100  32,500  44,500 

 6,250 

 11,700  14,200 

 1,400 

 21,000*

 17,200 

 10,000*

 9,100 

 14,200 

 2,850 

 11,300  35,500 

 1,450 

 24,800  45,000  44,000  15,300 

 1,650  6,650 

 12,200 

 4,000*

 12,200  14,900  31,000  41,500  38,500 

 6,100 

 13,400  16,700 

 1,450*

 23,500*

 16,900 

 10,400*

 11,700  15,100 

 3,250 

 11,100*

 36,000 

 1,800 

 24,600  41,500  36,500 

 16,100*

 1,750* 6,950*

 13,100*

 4,250*

 13,100  16,600 

 32,500* 38,500* 40,500*

 7,050*

 13,100  16,700 

 1,600 

 23,000  22,000 

 1,700 

 11,000  13,000 

 2,900 

 14,000  37,000 

 2,400 

 21,000  37,000  36,000  17,000 

 3,500 

 14,000  14,000 

 4,500*

 11,000  17,000  28,000  40,000  34,000 

 7,600 

 14,000  16,000 

 1,500*

 22,000*

 17,000 

 1,600*

 10,000*

 13,000 

 2,500 

 15,000  33,000 

 1,900 

 20,000  34,000  34,000 

 16,000*

 4,200 

 16,000  15,000 

 7,400 

 12,000 

 17,000*

 30,000  39,000  30,000 

 7,200*

 13,000* 15,000*

 1,600 

 22,000  20,000 

 1,500 

 12,000  13,000 

 5,400 

 11,000  31,000 

 1,600 

 20,000  34,000  33,000  14,000 

 810 

 1,800*

 4,600 

 16,000  14,000 

 7,400 

 12,000  17,000  26,000  35,000  29,000 

 8,700 

 13,000  16,000 

 1,800 

 22,000  20,000 

 1,500*

 11,000  10,000 

 4,000 

 12,000  32,000 

 1,700 

 20,000  33,000  32,000  14,000 

 4,800* 2,000* 4,600*

 16,000  16,000 

 8,200 

 11,000 

 16,000* 29,000* 36,000* 32,000*

 8,700*

 12,000  16,000 

 1,500 

 22,000  19,000 

 1,500*

 11,000* 10,000*

 4,000*

 12,000*

 32,000 

 1,700*

 20,000* 33,000* 32,000*

 14,000 

 4,800  2,000 

 4,600*

 17,000 

 16,000*

 8,600 

 11,000* 16,000* 29,000* 36,000*

 33,000 

 8,800*

 11,000 

 16,000*

 1,500*

 21,000* 19,000*

 3,800 

 11,000 

 10,000*

 3,900*

 12,000* 31,500*

 1,900 

 20,000 

 32,500*

 33,000  13,500 

 4,700* 1,900* 4,500*

 16,000* 15,000*

 8,500*

 11,000* 16,000* 28,500* 35,500* 32,000*

 8,700*

 11,000*

 15,500 

* Data Adjusted or Estimated E-216
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0032266003226800322690032270003227200322730032274003227500322770032279003228100322820032283003228400322850032286003600100360020036003003600400360050036006003600700360080036009003601000360110036012

Warm Springs Rd, .1 mi E of Las Vegas BlWarm Springs Rd, .1 mi W of I-15Warm Springs Rd, .1 mi W of Rainbow BlWashington Av, .1 mi E of Nellis BlWashington Av, .1 mi W of I-15Washington Av, .1 mi W of MLK BlWindmill Ln, .1 mi E of Las Vegas BlWindmill Ln, .1 mi W of Rainbow BlMain St, .1 mi S of US-95Oakey Bl, .1 mi E of Las Vegas BlTown Center Dr, .1 mi S of Sahara AvLamb Bl, .1 mi N of I-15Sunset Rd, 0.1 mi E of I-15Sunset Rd, 0.1 mi W of I-15US95, N/B on-ramp from N/B Rancho Dr.US95, S/B on-ramp from W/B Durango.Centennial Pk, 600ft W of Losee RdWashburn Rd, 600ft W of Losee RdLone Mountain Rd, 200ft W of Losee RdCraig Rd, 400ft W of Losee RdAlexander Rd, 200ft W of Losee RdGowan Rd, 600ft W of Losee RdCheyenne Av, 100ft W of Bucyrus Erie StBrooks Av, 400ft W of Losee RdN 5th St, 600ft S of Brooks AvCarey Av, 100ft W of Kyle WyLake Mead Bl, 200ft W of Bangle StOwens Av, on the I-15 overpass

 20,800  19,600 

 6,650  8,500 

 11,300  15,700  14,600 

 2,100 

 17,700 

 8,300  5,750  4,400  3,800 

 34,500*

 4,750  1,500 

 44,500 

 3,200 

 14,600  22,600 

 9,200 

 22,900  21,000 

 5,450  8,350 

 10,000*

 15,400  16,600 

 1,900 

 21,500 

 7,950 

 17,800*

 7,300* 3,400*

 3,850 

 44,500 

 4,700* 1,500*

 45,800*

 3,550  5,100 

 14,200 

 23,000*

 11,900 

 26,100*

 24,100 

 6,750*

 9,800 

 12,100*

 18,100  14,300 

 2,450*

 22,100 

 8,300 

 18,600*

 7,650* 3,550*

 4,150 

 46,500 

 4,950* 1,650*

 47,700*

 3,850  5,350 

 14,800 

 24,100*

 13,100 

 23,000  23,000 

 9,800  9,100 

 16,000  16,000  21,000 

 2,100 

 19,000 

 9,000 

 6,600* 3,700* 3,800*

 45,000*

 4,900*

 2,700 

 44,000 

 3,300 

 5,700*

 16,000  23,000  13,000 

 22,000* 22,000*

 9,300* 8,600*

 15,000* 15,000* 20,000*

 2,000 

 18,000*

 8,500*

 17,000 

 8,400*

 3,800 

 3,600*

 43,000*

 4,800*

 2,300 

 47,000 

 3,300  5,500 

 15,000  20,000  12,000 

 25,000  15,000  10,000 

 7,300 

 12,000  10,000  20,000 

 4,200 

 19,000 

 8,500 

 17,000  19,000 

 9,900  3,700 

 3,700*

 42,000 

 5,200*

 1,800 

 49,000 

 3,000  5,100 

 14,000  14,000  15,000 

 23,000  14,000 

 9,300*

 7,800  9,100  9,900 

 21,000 

 4,900 

 15,000 

 6,900 

 16,000*

 24,000  12,000 

 5,000 

 3,800*

 45,000*

 5,100*

 1,600 

 40,000 

 2,700  3,700 

 12,000  15,000 

 14,000*

 23,000* 14,000*

 9,400* 7,700* 9,200*

 10,000*

 21,000 

 4,900*

 15,000*

 6,600 

 16,000* 24,000* 12,000*

 5,100* 3,900*

 45,000*

 5,200* 1,600*

 40,000*

 2,700* 3,700*

 12,000* 15,000* 14,000*

 25,500 

 9,600 

 9,300*

 7,700  9,800  9,800 

 20,000*

 4,800*

 15,000 

 6,400 

 16,000* 24,000*

 12,000  11,500 

 4,800  9,400 

 12,000*

 5,100* 3,900*

 45,000*

 5,200* 1,600*

 39,000*

 2,700* 3,700*

 12,000* 15,000* 14,000*

* Data Adjusted or Estimated E-217
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0036013003601400361010036103003610400361060036152003615300361540036155003615600361570036158003615900361600036161003616300361640036201003620200362030036204003630100363020036303003630400363050036306

Ann Rd, 600ft W of Losee RdTropical Pk, 600ft W of Losee RdMain St, 300ft N of Owens AvBruce St, 200ft N of Owens AvCivic Center Dr, 200ft N of Owens AvPecos Rd, 200ft N of Owens AvAllen Ln, 600ft S of Centennial PkSimmons St, 600ft S of Centennial PkClayton St, 600ft S of Centennial PkCamino Eldorado, 600ft S of Centennial PkRevere St, 600ft S of Centennial PkCommerce St, 600ft S of Centennial PkN 5th St, 600ft S of Centennial PkBruce St, 600ft S of Centennial PkLosee Rd, 600ft S of Centennial PkStatz St, 600' S of Centennial PkWalnut Rd, 600ft S of Centennial PkLamb Bl, 600ft S of Centennial PkSimmons St, 300ft N of Lake Mead BlMartin Luther King Bl, 500ft N of Lake Mead BlRevere St, 200ft N of Lake Mead BlLosee Rd, 500ft N of Lake Mead BlDecatur Bl, 400ft N of Cheyenne AvValley Dr, 300ft N of Cheyenne AvAllen Ln, 300ft N of Cheyenne AvSimmons St, 300ft N of Cheyenne AvClayton St, 300ft N of Cheyenne AvMartin Luther King Bl, 600ft N of Cheyenne Av

 11,800 

 7,900 

 29,700* 17,800*

 28,100 

 3,000  5,150  6,600 

 39,000 

 10,900 

 6,850 

 31,000*

 21,200  13,300  32,000 

 5,000 

 18,900 

 29,000*

 2,900  7,100 

 6,600*

 38,000*

 11,100 

 7,250 

 32,000*

 22,000  14,100  33,500 

 5,250 

 20,100 

 30,500*

 3,050  7,450 

 6,900*

 40,500*

 11,000 

 7,800 

 30,000  23,000  13,000  37,000 

 4,700 

 19,000  32,000 

 4,000  5,900  6,300 

 38,000 

 11,000 

 7,200 

 28,000  22,000  13,000  38,000 

 5,000 

 16,000*

 30,000 

 2,900  5,700 

 12,000 

 7,900 

 40,000 

 2,900  6,600 

 12,000 

 8,500 

 32,000  22,000 

 8,200 

 11,000 

 1,700  2,400  3,100 

 900 

 4,100  1,700 

 12,000 

 690  990 

 11,000  15,000 

 38,000*

 6,200 

 12,000  31,000 

 2,600  6,300 

 13,000 

 6,300 

 38,000 

 5,400 

 6,800*

 10,000*

 7,600 

 27,000  20,000 

 5,400 

 11,000 

 2,200  7,300  2,900  3,500  4,700  1,800 

 11,000*

 700  880 

 14,000  11,000 

 37,000*

 5,500 

 13,000  29,000 

 2,400  5,600 

 12,000 

 6,900 

 34,000 

 5,500* 6,900*

 10,000*

 7,600*

 22,000* 20,000*

 5,500*

 12,000*

 2,200* 7,400* 2,900* 3,500* 4,700* 1,800*

 11,000*

 700* 890*

 14,000* 11,000* 37,000*

 5,600*

 13,000* 29,000*

 2,500* 5,700*

 12,000*

 7,000*

 34,000*

 5,500* 6,900* 9,900* 7,500*

 22,000* 20,000*

 5,500*

 12,000*

 2,200* 7,400* 2,900* 3,500* 4,700* 1,800*

 11,000*

 700* 900*

 14,000* 11,000* 37,000*

 5,500*

 13,000* 28,000*

 2,400* 5,600*

 11,000*

 6,900*

 34,000*

* Data Adjusted or Estimated E-218
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0036307003630800363090036310003631100363120036401003640200364030036404003640500364060036407003640800364090036411003641200364140036415003641600364170036418003641900364200036421003642200364230036424

Revere Dr, 300ft N of Cheyenne AvCommerce St, 600ft N of Cheyenne AvN 5th St, 300ft N of Cheyenne AvLosee Rd, 300ft N of Cheyenne AvCivic Center Dr, 200ft N of Cheyenne AvPecos Rd, 300ft N of Cheyenne AvDecatur Bl, 600ft S of Craig RdValley Dr, 600ft S of Craig RdAllen Rd, 200ft S of Craig RdSimmons St, 300ft S of Craig RdClayton St, 600ft S of Craig RdMartin Luther King Bl, 800ft S of Craig RdRevere St, 300ft S of Craig RdCommerce St, 300ft S of Craig RdN 5th St, 300ft S of Craig RdLosee Rd, 400ft S of Craig RdPecos Rd, 400ft S of Craig RdSR610, Lamb Bl, 800ft S of Craig RdClayton St, .1 mi N of Craig Rd5th St, E Fifth St, .1 mi N of Washburn RdAliante Pk, .1 mi N of Deer Springs WyAnn Rd, .1 mi W of Allen RdBruce St, .1 mi S of Tropical PkCarey Av, .1 mi W of Simmons StClayton St, .1 mi N of Centennial PkCommerce St, .1 mi N of Craig RdCraig Rd, .1 mi E of Allen RdDecatur Bl, .1 mi S of Grand Teton Dr

 4,300  5,900 

 11,000 

 17,800*

 9,850 

 25,300 

 4,500 

 34,500 

 2,500  7,000 

 11,200  10,500  11,900  14,000 

 4,600  5,750 

 14,600 

 22,000*

 11,100  14,000  29,300 

 6,000 

 12,100 

 34,000*

 2,700*

 8,600 

 14,000  10,700  12,700 

 15,000*

 4,650  6,150 

 16,100 

 23,000*

 11,100  15,100  30,500 

 6,350 

 13,100 

 35,500*

 2,850*

 9,000 

 12,100  11,100  14,100 

 15,700*

 4,200*

 10,000  14,000  28,000  12,000  16,000  30,000 

 5,200*

 11,000 

 9,500 

 30,000 

 2,600*

 6,000 

 10,000  17,000  13,000  15,000 

 10,000*

 5,900  9,800 

 16,000  25,000  11,000  15,000  29,000 

 5,300  9,700  9,600 

 35,000 

 2,500*

 9,100 

 11,000  19,000  11,000  14,000 

 10,000*

 7,600 

 19,000  21,000 

 1,200*

 3,800  7,800 

 5,300  9,400 

 12,000  23,000 

 9,900 

 15,000  28,000 

 5,300*

 12,000  10,000  35,000 

 2,700  9,300 

 10,000  19,000  13,000  18,000  10,000 

 7,800 

 19,000  21,000 

 1,200 

 14,000*

 3,900 

 12,000  37,000 

 7,800*

 4,900  9,900 

 11,000  17,000 

 8,400 

 14,000  27,000 

 2,500*

 6,000 

 11,000 

 8,900 

 28,000 

 5,300  8,400  8,100 

 11,000  12,000  16,000 

 10,000*

 8,700 

 19,000  21,000 

 1,200 

 14,000 

 3,600 

 12,000  35,000 

 8,400 

 4,900*

 10,000* 11,000* 17,000*

 8,500*

 14,000* 27,000*

 2,500* 6,100*

 11,000*

 8,800*

 28,000*

 5,400* 8,400* 8,100*

 11,000* 12,000* 16,000* 10,000*

 8,800*

 20,000 

 21,000*

 1,200*

 14,000*

 3,600*

 12,000* 35,000*

 8,500*

 4,800* 9,900*

 11,000* 17,000*

 8,400*

 14,000* 27,000*

 2,500* 6,100*

 11,000*

 8,800*

 28,000*

 5,300* 8,400* 8,100*

 11,000* 12,000* 16,000* 10,000*

 8,800*

 20,000* 21,000*

 1,200*

 14,000*

 3,600*

 12,000* 35,000*

 8,500*

* Data Adjusted or Estimated E-219
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

0036425003642600364270036428003642900364300036501003650200365030036504003650500365060036507003650800365090036511003660500366060036607003670100367020036703003670400367050036706003670700367080036709

El Campo Grande Av, .1 mi E of Range RdHollywood Bl, .1 mi S of Tropical PkLone Mountain Rd, .1 mi W of Clayton StPecos Rd, .2 mi S of Centennial PkSimmons St, .1 mi N of Craig RdValley Dr, .1 mi S of Lone Mountain RdDecatur Bl, 600ft S of Ann RdValley Dr, 200ft S of Ann RdAllen Ln, 200ft S of Ann RdSimmons St, 200ft S of Ann RdClayton St, 200ft S of Ann RdCamino Al Norte, 700ft S of Ann RdCommerce St, 200ft S of Ann RdN 5th St, 200ft S of Ann RdLosee Rd, 100ft S of Ann RdPecos Rd, 600ft S of Carla Ann RdLosee Rd, 600ft S of I-215Pecos Rd, 600ft S of I-215Lamb Bl, 600ft S of I-215Ann Rd, 300ft E of Decatur BlWashburn Rd, 200ft E of Decatur BlLone Mountain Rd, 500ft E of Decatur BlCraig Rd, 100ft E of San Diego StAlexander St, 200ft E of Decatur BlGowan Rd, 700ft E of Decatur BlCheyenne Av, .2 mi E of Decatur BlCarey Av, 200ft E of Rancho DrLake Mead Bl, .2 mi E of Rancho Dr

 20,300 

 4,350  5,250  6,000 

 18,400 

 5,100  5,800 

 11,300  15,900 

 2,500  8,600 

 34,000 

 5,300  4,350 

 33,500  12,100  20,700 

 21,700 

 6,000*

 7,650  6,850 

 21,800 

 6,300  7,700 

 14,000*

 20,000 

 2,350  8,800 

 36,500 

 5,300*

 4,350 

 34,000  13,100  20,600 

 23,100 

 6,350*

 7,950  7,250 

 23,100 

 6,950  8,050 

 15,100*

 21,100 

 2,550  9,250 

 39,500 

 5,550*

 4,650 

 35,500  14,100  22,100 

 26,000 

 2,700  5,000 

 12,000 

 7,600 

 20,000 

 9,600*

 10,000* 14,000* 21,000*

 2,400  9,400 

 38,000 

 5,600  5,100 

 35,000  13,000  25,000 

 5,100  3,700  3,100 

 25,000 

 2,600  4,600 

 12,000 

 7,700 

 20,000 

 8,300  6,900 

 15,000*

 10,000 

 2,700  2,600 

 22,000 

 2,200 

 9,000*

 34,000 

 4,800  4,200 

 33,000  13,000  20,000 

 3,200  2,800  5,200  2,400 

 17,000*

 3,200 

 26,000 

 2,600  4,500 

 13,000 

 8,100 

 17,000 

 8,300  6,800 

 19,000 

 1,500  9,000  2,100  7,800 

 24,000 

 2,500  6,100 

 37,000 

 5,200  4,200 

 34,000  16,000  21,000 

 3,700  3,300  4,900  2,300 

 17,000 

 2,900 

 23,000 

 3,000  4,000 

 12,000 

 6,600 

 17,000 

 8,300  6,800 

 22,000 

 3,500  7,600  2,300  9,100 

 23,000 

 2,500  5,700 

 32,000 

 4,700  4,000 

 33,000*

 12,000  17,000 

 3,700* 3,300* 4,900* 2,300*

 17,000*

 2,900*

 23,000*

 3,000* 4,000*

 12,000*

 6,700*

 17,000*

 8,400* 6,900*

 22,000*

 3,600* 7,700* 2,300* 9,200*

 23,000*

 2,500* 5,800*

 32,000*

 4,700* 4,000*

 33,000* 12,000* 17,000*

 3,700* 3,300* 4,900* 2,300*

 16,000 

 2,700 

 23,000*

 3,000* 4,000*

 12,000*

 6,700*

 17,000*

 8,400* 6,900*

 22,000*

 3,600* 7,700* 2,300* 9,200*

 23,000*

 2,500* 5,800*

 32,000*

 4,700* 4,000*

 32,000* 12,000* 17,000*

* Data Adjusted or Estimated E-220
Summary Tables

• The following pages displays additional details

from the tables that were shown on the maps

E-221
E-222
E-223
E-224
E-225
E-226
E-227
E-228
E-229
2012

Vehicle Classification Distribution Report

By Route

Compiled by

Nevada Department of Transportation

Traffic Information Division

1263 S. Stewart St.

Carson City, NV 89712

Printed

May 2013

E-230
1

PREFACE

This Annual Average Day Vehicle Classification Distribution Report presents Vehicle Classification distributions by

roadway segment for the majority of the State Maintained Highway System. The roadway segments are

considered to be homogeneous in nature with regard to truck volumes. Truck volumes for each segment of

roadway represented herein were taken at a point within the segment which also corresponds to a location

where a traffic volume count is conducted annually. Each location where Vehicle Classification is conducted may

represent multiple traffic volume count locations therefore Truck percent may vary by applying the number of

trucks to the corresponding count locations Annual Average Daily Traffic (AADT). The data collection is in direct

conjunction with the Nevada Department of Transportation, Traffic Information Divisions Annual Traffic data

collection plan.

Each Segment of roadway is identified by its’ begin and end point in two different manners.

1. Physical location (example: CA / NV Stateline)

2. County mile point (example : CL 0.00)

Data is collected using one of several methods.

1. Permanent Continuous Weigh In Motion (WIM) – (up to 365 days per year 24 hours per day)

2. Permanent Continuous Automatic Vehicle Classification (AVC) – (up to 365 day per year 24 hours per day)

3. Short Term AVC – (up to 7 continuous days 24 hours per day)

4. Manual Classification – (24 continuous hours, [by Manual Observation])

Vehicle Classification distributions are based on number of axles as defined by the Federal Highway

Administration (FHWA).

E-231
2

Annual Average Day Vehicle Classification Distribution volumes for continuous sites are calculated by taking the

total volume of data for each vehicle type collected, dividing by the number of days of data collected (up to 365).

Short Term or Manual Classification Annual Average Day Vehicle Classification Distribution volume calculations

are made by taking the total volume of data collected daily by vehicle type, and factoring them for seasonality

and Day of Week using factors derived from individual or groupings of permanent count /class locations to

represent an “Average Day” condition.

The “Year of Data” column indicates the last time data was collected in the segment, an “E” in the column

indicates that data collection was either last done prior to 2003 and therefore the data is estimated based

primarily on the adjacent segments data or the segment is new to the system and data was not collected during

the current calendar year.

Segments in this report may show no data at this time. This is due to adding locations which prior to 2012 were

not being collected. This report is expected to be dynamic in that it likely will expand in scope as we determine

the need for vehicle classification data collection on routes which heretofore we have not collected data. We may

also determine that consecutive segments of roadway are actually homogeneous allowing for eliminating data

collection at some sites.

For more detailed information or for vehicle classification data on routes not covered in this report please

contact:

Nevada Department of Transportation,

Traffic Information Division

Vehicle Size and Weight Manager

(775) 888Ͳ7442.

E-232
F T B 2 A 3+ A 4 A 5 A 6 A 5 A 6 A 7 A

Route Single Unit Semi Trailer Multi Trailer Data Year Segment Description

STATE OF NEVADA

AVERAGE DAY VEHICLE CLASSIFICATION DISTRIBUTION REPORT

By Route

C t MP C t MP

Motor

Cycles

Light Trucks Heavy Trucks

From To Bus 2 Ax 3+ Ax 4 Ax 5 Ax 6 Ax 5 Ax 6 Ax 7 Ax

IR15 CA / NV stateline CL 0.000 St Rose Pkwy Intch CL 27.818 24 318 231 145 137 4,323 30 273 80 73 2012IR15 St Rose Pkwy Intch. CL 27.818 Flamingo Rd Intch. CL 38.344 322 901 1,112 290 808 4,805 121 376 92 148 2012

IR15 Flamingo Rd. Intch. CL 38.344 Spring Mtn Rd Intch. CL 39.152 420 575 1,625 800 450 4,565 170 265 50 325 EIR15 Spring Mtn Rd Intch. CL 39.152 Sahara Ave CL 40.541 500 855 1,450 1,080 820 5,220 195 320 75 510 2004

IR15 Sahara Ave CL 40.541 L.V. Ex Intch. CL 42.873 450 550 1,950 885 750 4,700 200 300 100 490 E

IR15 L.V. Expwy Intch. CL 42.873 Lake Mead Intg CL 44.703 420 575 2,875 1,175 804 5,200 280 290 115 525 2004

County M. P. County M. P.

IR15 Lake Mead Intg CL 44.703 SpeedwayͲHollywood Bl Intch. CL 53.626 569 601 2,833 1,193 915 5,057 276 239 136 310 2011

IR15 SpeedwayͲHollywood Bl Intch. CL 53.626 US93 CL 64.292 113 219 552 101 339 2,441 37 170 55 430 2012

IR15 US93 CL 64.292 West Mesquite CL 120.361 35 135 422 84 210 2,910 37 104 64 253 2012

IR15 West Mesquite CL 120.361 NV / AZ Stateline CL 123.763 236 159 297 125 94 2,536 24 210 36 254 2012

IR80 Garson Rd WA 4.885 Robb Dr. WA 9.224 168 205 448 78 383 3,494 35 205 132 24 2012IR80 Robb Dr WA 9 224 McCarran Ave WA 10 677 70 225 540 185 150 3 690 95 205 95 13 2010 IR80 Robb Dr. WA 9.224 McCarran Ave WA 10.677 70 225 540 185 150 3,690 95 205 95 13 2010IR80 Keystone Ave WA 12.465 Wells Ave WA 14.028 55 725 1,315 605 235 5,200 130 430 145 120 2008IR80 Wells Ave WA 14.028 US395 WA 14.853 25 580 1,975 225 235 3,485 35 270 120 15 2010IR80 US395 WA 14.853 Vista Blvd. WA 19.668 99 230 1,757 605 277 3,910 54 127 111 135 2012IR80 Vista Blvd. WA 19.668 Mustang WA 23.957 65 165 1,610 305 320 4,590 55 150 80 200 2003IR80 Mustang WA 23.957 USA Parkway WA 32.731 191 252 1,677 171 354 2,842 28 111 64 318 2012IR80 USA Parkway WA 32.731 E. Fernley LY 3.664 174 200 1,030 108 468 1,959 23 148 46 251 2012IR80 E. Fernley LY 3.664 US95 (Trinity) CH 22.096 14 86 238 41 108 2,273 21 98 43 267 2011IR80 US95 (Trinity) CH 22.096 Winnemucca Blvd. West HU 12.669 60 50 40 25 175 2,645 30 75 40 260 EIR80 Winnemucca Blvd. West HU 12.669 East Winnemucca HU 16.799 14 110 266 39 111 1,994 21 54 63 236 2012IR80 East Winnemucca HU 16.799 SR304 LA 4.771 3 103 247 74 39 2,045 47 27 46 280 2012IR80 SR304 LA 4.771 SR304 LA 8.124 95 122 276 41 158 2,177 30 55 56 304 2012IR80 SR304 LA 8.124 SR225 Mt. City Hwy EL 23.236 3 92 63 83 67 2,008 48 31 35 272 2011IR80 lk 2 0 O i 32 8 96 8 3 60 2 32 26 2 2 20 2 IR80 Elko West EL 25.740 Osino EL 32.874 196 118 317 60 141 2,327 26 42 45 275 2012IR80 Osino EL 32.874 E. Wells / US93 EL 73.988 10 57 97 57 51 2,018 28 27 46 249 2012IR80 E. Wells EL 73.988 NV / UT Stateline EL 132.674 30 40 80 40 175 1,625 35 25 50 185 2010

IR580 Neil Rd. WA 20.730 Plumb Ln WA 23.489 495 450 895 360 220 1,095 45 85 30 20 2010

IR580 Plumb Ln WA 23.489 IR80 WA 25.730 45 350 725 310 415 1,495 15 50 45 30 2010

IR215 US95 CL 0.000 IR15 CL 11.174 169 423 377 304 172 893 29 27 16 111 2012IR215 IR15 CL 11.174 Valley View CL 11.710 177 417 383 296 167 870 47 34 16 108 E

CL215 Valley View CL 0.000 Rainbow Super Arterial CL 2.975 185 412 389 287 161 847 65 41 16 106 E

CL215 Rainbow Super Arterial CL 2.975 SR159 Charlston Blvd. CL 13.176 192 406 394 279 156 823 82 48 15 103 E

CL215 SR159 Charlston Blvd. CL 13.176 Summerlin Pkwy CL 15.472 200 400 400 270 150 800 100 55 15 100 E

CL215 Summerlin Pkwy CL 15.472 US 95 CL 25.711 368 375 408 398 163 1,805 98 120 10 278 E

CL215 US 95 CL 25 711 IR 15 CL 38 549 618 443 688 412 161 2 152 93 141 16 291 E CL215 US 95 CL 25.711 IR 15 CL 38.549 618 443 688 412 161 2,152 93 141 16 291 E

Data year = E, Data estimated in 2012 3

Print Date 5/8/2013

E-233
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Route Single Unit Semi Trailer Multi Trailer Data Year Segment Description

STATE OF NEVADA

AVERAGE DAY VEHICLE CLASSIFICATION DISTRIBUTION REPORT

By Route

C t MP C t MP

Motor

Cycles

Light Trucks Heavy Trucks

From To Bus 2 Ax 3+ Ax 4 Ax 5 Ax 6 Ax 5 Ax 6 Ax 7 Ax County M. P. County M. P.

US6 CA / NV stateline MI 0.000 MI/ES Co.Line ES 18.858 5 4 3 1 3 24 0 11 1 0 2011

US6 Coaldale Jct. ES 18.858 ES/NY County Line NY 1.799 3 56 92 8 73 196 3 26 4 17 2011

US6 US95 (Tonopah) NY 1.799 SR375 NY 51.124 12 14 32 16 10 39 2 2 1 16 2012

US6 SR375 NY 51.124 NY/WP County Line WP 14.644 9 3 21 9 5 18 1 1 0 9 2012

US6 SR318 WP 14.644 US50 WP 38.656 11 16 71 6 35 231 4 9 2 48 2012

US6/50/93 US50 WP 38.656 Cave Lake Rd WP 45.518 31 15 108 13 24 72 3 7 2 29 2012

US6/50 Jct US6/50/93 (Maj. Woods) WP 64.818 NV / UT Stateline WP 101.331 31 4 15 1 6 23 1 1 0 9 2012

US50 CA / NV stateline DO 0.000 Nevada Beach DO 1.965 325 160 255 45 50 145 0 20 5 5 2010

US50 Nevada Beach DO 1.965 SR28 DO 12.358 295 85 140 40 25 145 0 15 0 5 2010US50 SR28 DO 12.358 US395 CC 7.595 230 115 270 25 65 140 0 20 0 5 2010

US50 US395 CC 7 595 Fairview Ave CC 10 689 0 0 0 0 0 0 0 0 0 0 E US50 US395 CC 7.595 Fairview Ave CC 10.689 0 0 0 0 0 0 0 0 0 0 EUS50 Fairview Ave CC 10.689 IR580/US50 CC 12.499 34 73 1,279 107 88 359 22 33 16 11 2011

US50 IR580/US50 CC 12.499 Fairview Ln/Graves Ln CC 13.471 312 103 311 163 121 189 6 69 18 73 2012

US50 Deer Run / Arrowhead Dr. CC 14.695 SR341 LY 2.034 204 105 175 65 76 181 6 23 4 81 2011

US50 SR341 LY 2.034 Dayton Valley Rd LY 5.567 117 49 94 45 22 134 11 14 6 162 2012

US50 Dayton Valley Rd LY 5.567 US95 Alt. LY 29.421 13 47 80 12 42 89 1 11 3 29 2012

US50 US95 Alt. LY 29.421 Lahonton Boat Landing CH 4.155 35 15 81 6 22 28 1 5 0 2 2012

US50 Lahonton Boat Landing CH 4.155 US50 Alt. CH 11.231 30 5 115 15 25 60 0 5 0 5 2005

US50 US50 Alt. CH 11.231 US95 CH 20.594 39 103 340 25 272 276 5 30 9 41 2011

US50 US95 CH 20.594 SR121 / Dixie Valley Rd. CH 60.456 81 7 40 29 14 73 5 6 2 29 2012

US50 Dixie Valley Rd. CH 60.456 SR305 LA 23.033 35 4 35 5 12 26 1 4 0 11 2012

US50 SR305 LA 23.033 SR376 LA 35.712 35 4 14 18 5 47 9 5 2 74 2012US50 SR376 LA 35.712 SR278 EU 33.693 36 4 23 5 11 34 2 4 1 11 2012US50 SR278 EU 33.693 Fayette Ave. WP 68.290 46 5 35 16 11 38 2 2 0 15 2012

US50A/US95A US50 LY 0.000 SR427 LY 14.119 33 37 63 18 33 193 2 8 2 30 2012US50A/US95A US95 Alt LY 14.119 Roundabout LY 15.448 4 61 58 29 17 183 3 9 1 30 2012

US50A Roundabout LY 15.448 US50 CH 9.096 13 35 594 41 83 466 18 22 18 64 2012

US93 AZ / NV Stateline CL 0.000 Nevada Highway CL 5.847 184 202 213 31 86 1,250 9 120 27 7 2012

US93 Ne ada High a CL 5 847 B channon Bl d CL 7 276 197 175 117 57 43 1 074 11 80 25 9 2012 US93 Nevada Highway CL 5.847 Buchannon Blvd CL 7.276 197 175 117 57 43 1,074 11 80 25 9 2012US93 Buchannan Blvd CL 7.276 US95 CL 10.105 163 213 2,005 118 204 1,173 18 69 33 22 2012

US93/95 RR Pass CL 10.105 Wagonwheel Dr. (MP 59.25) CL 13.269 576 476 805 91 344 1,419 19 142 32 69 2012

US 93 shares the same roadbed as US95 and is mileposted as IR 515 from Wagonwheel Dr. to the Junction of US 95 & IR 15

Data year = E, Data estimated in 2012 4

Print Date 5/8/2013

E-234
F T B 2 A 3+ A 4 A 5 A 6 A 5 A 6 A 7 A

Route Single Unit Semi Trailer Multi Trailer Data Year Segment Description

STATE OF NEVADA

AVERAGE DAY VEHICLE CLASSIFICATION DISTRIBUTION REPORT

By Route

C t MP C t MP

Motor

Cycles

Light Trucks Heavy Trucks

From To Bus 2 Ax 3+ Ax 4 Ax 5 Ax 6 Ax 5 Ax 6 Ax 7 Ax County M. P. County M. P.

CL215 Wagonwheel Dr. CL 0.000 IR215 CL 5.573 700 535 961 298 146 1,493 91 97 27 126 2011

CL215 IR215 CL 5.573 SR582 Boulder Hwy CL 14.399 535 350 415 525 175 2,810 95 185 5 455 2004

CL215 Boulder Hwy CL 14.399 IR15 CL 20.010 540 400 425 540 185 2,900 100 200 10 475 E

US93 IR15 CL 54.670 SR318 LN 50.601 28 21 73 8 49 276 6 8 3 30 2012US93 SR318 LN 50.601 US6/50 WP 26.704 12 13 61 10 20 37 3 2 1 5 2012

US 93 shares the same roadbed and is mileposted as IR 15 from the junction of US 95 & IR 15 to the Junction of US 93 N. of Apex

US93 US50 WP 53.628 US93 Alt. WP 112.915 24 17 47 9 30 276 6 7 1 66 2012

US93 US93Alt. (MP303.892) WP 112.915 IR80 (MP 381.753) EL 73.863 10 15 49 4 29 231 3 6 1 8 2012

US93 IR80 (MP 381.753) EL 73.863 Idaho (MP 449.668) EL 141.760 28 17 54 10 38 441 9 7 3 28 2012

US93A US93 Alt. (MP 0.00) WP 0.000 IR80 (MP 59.2) EL 53.505 11 4 8 2 5 20 1 2 0 56 2012

US95 C lif i CL 0 000 SR163 (L hli H ) CL 1 164 98 39 99 10 294 812 2 73 18 2 2012 US95 California CL 0.000 SR163 (Laughlin Hwy.) CL 1.164 98 39 99 10 294 812 2 73 18 2 2012US95 SR163 (Laughlin Hwy.) CL 1.164 SR164 (Nipton Rd.) CL 20.356 230 217 283 25 794 960 22 74 19 18 2012

US95 SR164 (Nipton Rd.) CL 20.356 US93/95 RR Pass CL 56.229 99 73 195 17 183 446 5 46 10 26 2012

US95 IR15 CL 79.404 Rainbow Rd CL 84.508 350 165 425 200 180 1,400 40 120 35 180 E

US95 Rainbow Rd. CL 84.508 Rancho Intg CL 90.070 450 200 505 285 220 720 60 150 60 255 2008

US95 shares a roadbed with and is mileposted as US93 from jct US93 to Wagonwheel

US95 shares a roadbed with US93 and IR515, and is mileposted as IR515 from Wagonwheel to the Jct. with I15

US95 Rancho Intg CL 90.070 SR157 Mt Charlston CL 96.117 65 100 565 90 95 410 25 15 10 120 2010

US95 SR157 Mt Charlston CL 96.117 Indian Springs AFB CL 123.160 226 77 93 32 38 311 22 17 3 80 2012

US95 Indian Springs AFB CL 123.160 SR160 NY 13.769 58 35 73 15 42 273 16 18 2 72 2012

US95 SR160 NY 13.769 1st St. (Beatty) NY 59.729 53 35 101 11 63 315 11 17 4 117 2012

US95 1st St. (Beatty) NY 59.729 SR266 ES 4.194 45 25 62 9 47 254 2 13 5 43 2012

US95 SR266 ES 4.194 US6 NY 108.454 12 32 92 6 59 177 2 11 4 38 2012

US95 US6 Coaldale Jct ES 83 016 SR360 MI 7 250 3 26 62 5 45 235 3 18 3 24 2011 US95 US6 Coaldale Jct ES 83.016 SR360 MI 7.250 3 26 62 5 45 235 3 18 3 24 2011US95 SR360 MI 7.250 SR362 MI 48.701 64 30 79 12 53 502 3 37 6 30 2011US95 SR362 MI 48.701 SR362 MI 50.074 60 15 40 5 25 100 0 5 0 5 E

US95 SR362 MI 50.074 Army Ammo Depot (N) MI 51.758 76 31 72 15 48 447 3 36 6 31 E

US95 Army Ammo Depot (N) MI 51.758 US95 Alt. MI 82.771 22 43 136 14 70 458 6 33 9 58 2012

US95 US95 Alt. MI 82.771 Williams St. (US50) CH 25.922 1 27 0 25 11 467 9 19 11 65 2012

US95 Williams St. (US50) CH 26.168 IR80 CH 28.177 12 20 75 10 22 106 2 9 2 26 2012

h h b d i h d i il d f i i i bl d

US95 Winnemucca Downtown W. HU 0.000 Winnemucca Bl E. HU 1.644 35 125 60 25 135 210 30 10 5 25 E

US95 Melarky St HU 1.644 Reinhart Rd. HU 4.080 42 29 105 24 31 253 18 9 3 15 2012

US95 Reinhart Rd. HU 4.080 SR290 HU 23.717 32 40 144 20 77 218 10 13 5 20 2012US95 SR290 HU 23.717 Idaho HU 75.363 5 28 106 12 61 158 5 11 2 16 2012

US95 shares the roabed with and is mileposted as I80 from Trinity Rest Stop to Winnemucca blvd.

Data year = E, Data estimated in 2012 5

Print Date 5/8/2013

E-235
F T B 2 A 3+ A 4 A 5 A 6 A 5 A 6 A 7 A

Route Single Unit Semi Trailer Multi Trailer Data Year Segment Description

STATE OF NEVADA

AVERAGE DAY VEHICLE CLASSIFICATION DISTRIBUTION REPORT

By Route

C t MP C t MP

Motor

Cycles

Light Trucks Heavy Trucks

From To Bus 2 Ax 3+ Ax 4 Ax 5 Ax 6 Ax 5 Ax 6 Ax 7 Ax County M. P. County M. P.

US95A US95 MI 0.000 SR339 LY 13.650 38 19 23 9 16 63 0 4 0 3 2011US95A SR339 LY 13.650 Weeks Cutoff LY 40.382 13 83 77 35 33 148 1 18 1 12 2012

US95A Weeks Cutoff LY 40.382 US50 LY 44.239 7 34 77 13 28 164 1 16 2 13 2012

US395 CA DO 0.000 Riverview DO 18.752 28 35 157 57 64 176 4 35 19 2 2012

US395 Riverview DO 18.752 SR88 DO 23.453 275 45 235 55 380 320 15 110 75 110 2008

US395 SR88 DO 23.453 US50 CC 0.565 53 105 667 46 226 303 8 35 14 3 2012US395 US395 / S. Carson St. CC 5.446 IR580 / SR429 WA 0.422 65 40 810 70 65 225 10 15 5 10 2009

US395 Lakeview Intg WA 0.422 Bowers Mansion Rd. WA 6.831 0 90 310 125 140 675 15 105 25 95 2009

US395 Bowers Mansion Rd. (SR429) WA 6.831 Mt. Rose Hwy (SR431) WA 15.073 0 0 0 0 0 0 0 0 0 0 E

US395 Mt Rose Hwy WA 15.073 S. Meadows Pkwy WA 18.424 400 200 655 455 185 1,175 50 145 15 150 2007

US395 S Meadows Pkwy WA 18 424 Neil Rd WA 20 800 400 200 655 455 185 1 175 50 145 15 150 2007 US395 S. Meadows Pkwy WA 18.424 Neil Rd. WA 20.800 400 200 655 455 185 1,175 50 145 15 150 2007US395 IR80 WA 25.812 Lemon Valley WA 32.239 30 254 822 222 319 1,406 24 52 46 33 2012

US395 Lemon Valley WA 32.239 Red Rock WA 35.880 326 191 693 50 216 486 7 53 10 9 2012

US395 Red Rock WA 35.880 California WA 41.707 78 72 213 13 120 304 3 34 4 1 2012

SR28 US50 DO 0.000 Village Blvd. WA 7.043 38 24 40 15 7 27 0 4 0 1 2012

US 395 shares a roadbed and is mileposted as I580 from Neil Rd. to the Junction with I80

SR28 Village Blvd WA 7.043 SR431 WA 8.139 175 65 700 40 120 95 10 0 0 5 2008

SR28 SR431 WA 8.139 California WA 11.002 200 70 975 25 140 80 5 5 0 0 2008SR88 California DO 0.000 Centerville Ln. DO 4.368 24 21 486 38 75 90 2 4 0 5 2012

SR88 Centerville Ln. DO 4.368 US395 DO 7.868 40 20 150 25 45 100 0 15 0 0 2003

SR117 US50 CH 0 000 US95 CH 6 914 46 19 36 41 8 83 3 7 2 16 2012 SR117 US50 CH 0.000 US95 CH 6.914 46 19 36 41 8 83 3 7 2 16 2012SR146 IR15 CL 0.000 IR215 (Pecos Interchange) CL 6.560 216 295 297 75 40 249 4 15 7 20 2012

SR157 Kyle Canyon Recreation Area CL 0.000 US95 CL 21.562 137 4 26 12 7 3 0 0 1 1 2012

SR159 SR160 (Pahrump Vy Rd) CL 0.000 IR215 CL 15.827 87 7 19 7 5 53 0 1 0 19 2012

SR159 IR215 CL 15.827 SR612 Nellis Blvd. CL 31.201 534 204 243 151 91 347 30 32 10 157 2011

SR160 SR604 (Las Vegas Blvd.) CL 0.000 Rainbow Blvd CL 4.322 351 235 407 127 73 351 30 22 4 203 2011

SR160 Rainbow Blvd. CL 4.322 SR159 (Blue Diamond) CL 10.993 200 63 135 27 33 123 2 3 1 57 2012

SR160 SR159 (Blue Diamond) CL 10.993 CL/NY County Line CL 43.280 156 56 124 16 35 76 3 3 2 26 2012

SR160 CL/NY County Line NY 0.000 SR372 (Charles Brown Hwy) NY 9.718 156 56 124 16 35 76 3 3 2 26 2012

SR160 SR372 (Charles Brown Hwy) NY 9.718 US95 NY 37.012 21 9 14 4 5 20 1 1 0 7 2012

SR163 US95 CL 0.000 Needles Hwy. CL 15.739 175 77 89 26 125 309 20 34 6 24 2012

SR163 US95 CL 15.739 Needles Hwy. CL 19.245 114 70 119 30 74 168 11 21 4 6 2012

SR170 IR15 CL 0.000 Mesquite Blvd CL 12.265 16 44 89 33 3 21 17 2 1 3 2012

Data year = E, Data estimated in 2012 6

Print Date 5/8/2013

E-236
F T B 2 A 3+ A 4 A 5 A 6 A 5 A 6 A 7 A

Route Single Unit Semi Trailer Multi Trailer Data Year Segment Description

STATE OF NEVADA

AVERAGE DAY VEHICLE CLASSIFICATION DISTRIBUTION REPORT

By Route

C t MP C t MP

Motor

Cycles

Light Trucks Heavy Trucks

From To Bus 2 Ax 3+ Ax 4 Ax 5 Ax 6 Ax 5 Ax 6 Ax 7 Ax County M. P. County M. P.

SR206 SR88 Woodsford Rd. DO 0.000 SR207 DO 6.203 49 16 31 9 3 8 0 1 0 0 2012SR206 SR207 DO 6.203 Genoa Ln. DO 11.758 24 12 19 4 2 5 0 0 0 0 2012

SR206 Genoa DO 11.758 US395 DO 15.431 80 10 20 10 5 5 0 5 5 0 ESR207 US50 DO 0.000 SR206 DO 11.074 50 17 26 6 3 15 1 1 0 0 2012

SR207 SR206 DO 0.000 SR88 DO 3.257 66 17 54 11 5 32 2 1 0 0 2012SR208 US395 DO 0.000 DO/LY County Line DO 8.775 1 22 23 2 4 1 0 1 0 0 2011

SR208 DO/LY County Line LY 0.000 SR339 LY 15.280 1 22 23 2 4 1 0 1 0 0 2011

SR208 SR339 DO 15.280 US95 Alt. LY 29.118 15 5 5 10 5 10 5 5 0 0 E

SR225 Idaho St. EL 0.000 Copper St. EL 1.164 10 15 90 5 45 10 0 0 0 5 2008SR225 Copper St. EL 1.164 Idaho EL 100.253 16 18 98 11 26 22 2 1 0 12 2012

SR227 Idaho St. EL 0.000 Licht Way EL 11.554 55 195 364 114 55 65 4 16 3 29 2010

SR266 CA/NV State line ES 0.000 US95 ES 40.311 10 0 5 0 0 5 0 0 0 0 2007

SR278 US50 EU 0 000 EU/EL County Line EU 82 603 8 5 17 15 3 25 2 3 1 11 2012 SR278 US50 EU 0.000 EU/EL County Line EU 82.603 8 5 17 15 3 25 2 3 1 11 2012SR278 EU/EL County Line EL 0.000 IR80 (Carlin) EL 4.256 8 5 17 15 3 25 2 3 1 11 2012

SR294 PE/HU line HU 0.000 SR794 (3rd. St.) HU 8.961 45 33 156 20 12 24 2 3 0 48 2012

SR305 US50 LA 0.000 Copper Canyon Rd LA 75.054 2 9 37 3 7 10 6 14 3 59 2012

SR305 Copper Canyon Rd LA 75.054 SR304 LA 87.656 9 4 19 3 7 16 5 6 3 99 2012

SR318 US93 / SR375 LN 0.000 LN/NY County Line LN 49.113 3 5 88 5 38 296 11 5 4 18 2012

SR318 LN/WP County Line WP 0.000 US6 WP 27.712 3 5 88 5 38 296 11 5 4 18 2012

SR319 US93 LN 0.000 NV / UT State line LN 20.902 11 10 51 10 10 29 2 4 2 8 2012

SR339 SR208 (Yerrington Rd.) LY 0.000 US95 Alt. LY 11.491 11 34 85 0 19 14 0 23 0 0 2011

SR341 US50 LY 0.000 LY/ST County Line LY 4.919 60 33 35 19 11 98 4 16 1 86 2012

SR341 LY/ST County Line ST 0.000 SR342 (in V. C.) ST 3.077 60 33 35 19 11 98 4 16 1 86 2012

SR341 SR342. (in V. C.) ST 3.077 ST/WA County Line ST 10.782 56 11 23 9 2 11 0 0 0 1 2012

SR341 ST/WA County Line WA 0.000 US395 WA 6.293 56 11 23 9 2 11 0 0 0 1 2012

SR360 US6 MI 0 000 US95 MI 23 229 6 10 26 5 7 278 1 21 7 0 2012 SR360 US6 MI 0.000 US95 MI 23.229 6 10 26 5 7 278 1 21 7 0 2012SR362 US95 MI 0.000 US95 MI 1.289 16 16 32 10 23 347 3 31 6 26 2011SR373 California NY 0.000 US95 NY 16.297 5 5 7 6 4 94 1 1 0 10 2012

SR375 US6 NY 0.000 NY/LN County Line NY 49.341 4 1 5 2 1 8 0 1 0 6 2012

SR375 NY/LN County Line LN 0.000 SR318 LN 49.102 4 1 5 2 1 8 0 1 0 6 2012SR376 US6 NY 0.000 NY/LA County Line NY 81.680 9 53 31 3 12 11 1 8 3 5 2012

SR376 NY/LA County Line LA 0.000 US50 (Austin) LA 18.048 9 53 31 3 12 11 1 8 3 5 2012

SR430 Bowers Mansion Rd. (SR429) WA 0.000 Mt. Rose Hwy. (SR431) WA 9.051 40 75 345 130 140 785 15 25 13 35 2009

SR430 Mt. Rose Hwy. (SR431) WA 9.051 Longley Ln WA 12.853 165 70 135 20 20 35 0 5 5 5 2009

Virginia St. Longley Ln. WA 0.000 S. McCarran WA 1.860 200 320 130 20 40 15 0 15 5 5 2010

Virginia St. Plumb Ln WA 4.313 Sierra S. WA 6.974 250 125 250 80 55 25 5 25 5 5 E

SR430 N. McCarran WA 12.940 US395 WA 15.966 26 95 57 5 4 4 0 0 0 0 2012

Data year = E, Data estimated in 2012 7

Print Date 5/8/2013

E-237
F T B 2 A 3+ A 4 A 5 A 6 A 5 A 6 A 7 A

Route Single Unit Semi Trailer Multi Trailer Data Year Segment Description

STATE OF NEVADA

AVERAGE DAY VEHICLE CLASSIFICATION DISTRIBUTION REPORT

By Route

C t MP C t MP

Motor

Cycles

Light Trucks Heavy Trucks

From To Bus 2 Ax 3+ Ax 4 Ax 5 Ax 6 Ax 5 Ax 6 Ax 7 Ax County M. P. County M. P.

SR431 SR28 (N. Lake Blvd.) WA 0.000 Mt. Rose Ski Area WA 11.451 120 15 230 10 25 40 5 0 0 0 2008SR431 Mt. Rose Ski Area WA 11.451 SR430 (S. Virginia St.) WA 24.468 24 15 492 77 26 36 5 7 4 9 2012SR445 IR80 WA 0.000 N. McCarran WA 1.634 147 40 135 57 57 78 2 18 7 89 2012

SR445 N. McCarran WA 1.634 Quial Canyon WA 26.869 30 33 144 16 21 26 1 0 0 9 2012

NevHwy Buchannan Blvd. CL 0.000 US93 CL 1.935 47 8 20 3 4 0 0 1 0 0 2012

SR513 SR 529 (S.Carson St.) CC 0.772 Fairview Ave CC 2.794 38 44 55 8 6 5 0 0 0 0 2012

SR520 SR529 (S. Carson St.) CC 0.000 SR530 (William St.) CC 1.224 106 19 42 7 8 14 0 1 1 2 2012

SR520 Fifth St. (SR513) CC 0.597 SR530 (William St.) CC 1.224 106 19 42 7 8 14 0 1 1 2 2012

SR525 Graves Ln. CC 2.873 US50 CC 4.105 100 50 500 35 150 75 5 15 5 15 ESR529 US50 (Spooner Jct.) CC 0.000 Fairview Dr. CC 1.997 370 190 512 108 118 346 6 63 17 24 2012

SR529 Fairview Dr. CC 0.000 SR520 (Stewart St) CC 0.247 50 70 340 85 70 400 5 60 15 45 E

SR529 SR520 (Stewart St) CC 0.247 SR530 (William St.) CC 0.783 75 40 119 17 51 46 0 19 5 11 2012

SR529 SR530 (Williams St CC 0 783 SR531 (College Pk) CC 2 879 150 120 200 45 70 400 5 100 15 35 E SR529 SR530 (Williams St. CC 0.783 SR531 (College Pk) CC 2.879 150 120 200 45 70 400 5 100 15 35 ESR529 SR531 (College Pk) CC 2.879 USͲ395 (Carson Bypass) CC 3.399 114 100 139 8 54 80 1 5 1 2 2012

SR530 SR529 (Carson St.) CC 0.000 US395 (Carson ByͲPass) CC 1.347 16 20 626 20 24 28 1 2 0 0 2012

SR531 SR529 (North Carson St) CC 0.000 Lompa Ln. CC 0.139 119 71 53 20 14 14 0 2 1 1 2012

SR535 West Urban Limit EL 0.000 End State Maintained EL 2.407 61 101 290 99 45 100 8 11 3 47 2012

SR535 West Urban Limit EL 0.000 End State Maintained EL 0.566 61 101 290 99 45 100 8 11 3 47 2012SR535 West Urban Limit EL 2.411 End State Maintained EL 3.199 61 101 290 99 45 100 8 11 3 47 2012

SR535 West Urban Limit EL 0.571 End State Maintained EL 4.360 61 101 290 99 45 100 8 11 3 47 2012

SR562 Las Vegas Blvd (SR604) CL 0.000 Mountain Vista CL 3.009 1,225 476 297 45 117 253 1 10 4 3 2012

SR562 Eastern Ave CL 3.009 Mountain Vista CL 4.778 1,225 476 297 45 117 253 1 10 4 3 2012

SR562 Las Vegas Blvd (SR604) CL 7.706 Mountain Vista CL 8.600 1,225 476 297 45 117 253 1 10 4 3 2012

SR562 Mountain Vista CL 8.600 US95 CL 10.906 365 186 206 95 176 96 3 11 15 16 2012

SR573 SR599 (Rancho Rd.) CL 0.928 Decatur Blvd. CL 2.322 208 199 232 95 57 186 3 18 3 25 2012

SR573 Decatur Blvd CL 3 204 Losee Rd CL 8 273 208 199 232 95 57 186 3 18 3 25 2012 SR573 Decatur Blvd. CL 3.204 Losee Rd. CL 8.273 208 199 232 95 57 186 3 18 3 25 2012SR573 Lossee Rd. CL 2.323 IR15 CL 5.823 208 199 232 95 57 186 3 18 3 25 2012SR574 US95 (OK Hwy.) CL 0.000 MLK Blvd. CL 4.906 190 225 342 229 32 77 6 7 2 19 2012

SR574 MLK Blvd CL 4.906 SR612 (Nellis Blvd.) CL 10.443 174 293 339 294 42 344 11 38 3 40 2011

SR579 SR599 (Rancho Rd.) CL 0.000 SR604 (Las Vegas Blvd.) CL 2.204 84 116 63 16 27 24 4 0 0 1 2012SR579 Las Vegas Blvd. (SR604) CL 0.000 SR612 (Nellis Blvd.) CL 4.203 96 108 102 9 14 19 1 2 0 0 2012SR582 US95 (Wagonwheel) CL 0.000 SR612 (Nellis Blvd.) CL 11.118 845 229 158 47 194 61 1 18 4 5 2012

SR582 SR612 (Nellis Blvd.) CL 11.118 Maryland Pky CL 16.420 230 155 1,035 170 65 20 0 10 0 0 2010SR589 Rainbow Blvd. CL 0.000 Las Vegas Blvd (SR604) CL 4.787 130 175 260 50 740 85 10 265 70 105 2007

SR589 SR604 (Las Vegas Blvd.) CL 4.787 Nellis Blvd. (SR612) CL 10.018 141 74 100 145 26 12 1 7 2 2 2012

Data year = E, Data estimated in 2012 8

Print Date 5/8/2013

E-238
F T B 2 A 3+ A 4 A 5 A 6 A 5 A 6 A 7 A

Route Single Unit Semi Trailer Multi Trailer Data Year Segment Description

STATE OF NEVADA

AVERAGE DAY VEHICLE CLASSIFICATION DISTRIBUTION REPORT

By Route

C t MP C t MP

Motor

Cycles

Light Trucks Heavy Trucks

From To Bus 2 Ax 3+ Ax 4 Ax 5 Ax 6 Ax 5 Ax 6 Ax 7 Ax County M. P. County M. P.

SR592 Rainbow Blvd. CL 0.000 IR15 CL 3.586 255 425 311 95 40 99 2 20 4 8 2012

SR592 IR15 CL 6.024 SR604 (Las Vegas Blvd.) CL 7.433 255 425 311 95 40 99 2 20 4 8 2012

SR592 SR604 (Las Vegas Blvd.) CL 3.586 US95 CL 7.580 702 554 304 132 302 97 4 69 22 32 2012

SR592 US95 CL 7.580 SR582 (Boulder Hwy CL 8.480 702 554 304 132 302 97 4 69 22 32 2012

SR593 Rainbow CL 4.560 IR15 CL 10.838 350 275 225 85 100 90 5 5 5 5 ESR593 IR15 CL 0.000 IR515 CL 5.656 367 207 260 48 49 55 1 9 3 4 2011

SR593 IR515 CL 5.656 IR15 CL 7.415 529 307 176 74 58 80 1 8 2 3 2012SR594 Paradise CL 0.000 Sandhill CL 10.413 538 104 87 44 20 31 1 7 1 5 2012

SR594 Sandhill Rd. CL 10.413 IR515 CL 12.755 536 122 124 42 34 63 2 11 4 7 2012

SR595 SR160 (Pahrumph Valley Rd.) CL 2.643 SR593 (Tropicana Blvd.) CL 14.904 145 118 139 38 14 70 6 4 1 16 2012

SR595 SR593 (Tropicana Blvd.) CL 0.000 Rainbow Blvd. Intg. (US 95) CL 5.532 236 203 199 31 51 81 1 8 2 3 2012

SR596 SR593 (Tropicana Av) CL 0.000 USͲ95 CL 5.151 407 232 130 15 21 24 1 5 1 5 2011

SR596 US95 CL 5 151 Smoke Ranch Rd CL 7 123 74 91 79 19 8 8 0 1 0 0 2012 SR596 US95 CL 5.151 Smoke Ranch Rd. CL 7.123 74 91 79 19 8 8 0 1 0 0 2012SR596 Smoke Ranch Rd. CL 0.000 Rancho Rd CL 9.208 74 91 79 19 8 8 0 1 0 0 2012

SR599 US95 CL 0.300 SR574 (Cheyenne Av) CL 3.880 152 140 210 65 15 50 5 80 35 55 2006

SR599 SR574 (Cheyenne Av) CL 3.880 USͲ95 (Ann / Rancho Rd Intg.) CL 6.947 178 223 406 43 24 35 1 4 0 2 2012

SR604 IRͲ15 CL 0.000 SR146 Saint Rose Pkwy CL 15.660 136 6 25 15 1 37 1 2 0 21 2012

SR604 SR146 Saint Rose Pkwy CL 0.000 SR160 (Pahrump Valley Rd) CL 20.945 355 286 593 90 82 224 7 24 5 43 2012

SR604 SR160 (Pahrump Valley Rd) CL 20.945 SR593 (Tropicana Ave.) CL 24.789 355 286 593 90 82 224 7 24 5 43 2012

SR604 SR593 (Tropicana Ave.) CL 0.000 SR593 (Tropicana Ave.) CL 0.120 355 286 593 90 82 224 7 24 5 43 2012

SR604 SR593 (Tropicana Ave.) CL 24.789 SR589 (Sahara Ave.) CL 27.888 170 325 625 270 20 35 10 0 0 0 2008

SR604 Sahara Ave CL 27.888 SR147 (Lake Mead Bl) CL 31.449 170 325 625 270 20 35 10 0 0 0 2008

SR604 SR147 (Lake Mead Bl) CL 0.121 IR15 CL 13.250 269 278 94 59 237 159 1 12 5 42 2012

SR606 Russell Rd. CL 3.608 Charlston Blvd CL 8.453 207 110 167 21 82 24 0 5 1 0 2012

SR607 SR562 (Sunset Rd) CL 7.496 SR159 (Charleston Bl) CL 13.515 110 201 110 88 30 37 0 7 1 2 2012

SR607 SR159 (Charleston Bl) CL 13 515 SR604 (Las Vegas Blvd) CL 15 459 776 323 168 59 41 50 1 8 1 2 2012 SR607 SR159 (Charleston Bl) CL 13.515 SR604 (Las Vegas Blvd) CL 15.459 776 323 168 59 41 50 1 8 1 2 2012SR610 SR159 (Charleston Bl) CL 2.044 SR604 (Las Vegas Blvd) CL 6.627 181 151 161 48 62 92 2 23 3 10 2012SR610 SR604 (Las Vegas Blvd) CL 0.000 IR15 CL 2.370 178 184 309 198 124 285 14 144 11 118 2012

SR612 SR593 (Tropicana Av) CL 0.000 Washington Ave CL 5.631 751 296 239 158 134 88 3 28 10 15 2012

SR612 Washington Ave CL 5.631 SR604 Las Vegas Blvd. CL 9.400 176 243 262 169 32 228 7 10 1 36 2012

SR648 Kietzke Ln. WA 0.000 E. McCarran WA 2.651 200 130 400 145 265 215 10 65 40 55 2005

SR653 McCarran WA 0.000 Virginia St. WA 3.775 100 90 720 30 110 10 5 5 0 0 2008

Data year = E, Data estimated in 2012 9

Print Date 5/8/2013

E-239
F T B 2 A 3+ A 4 A 5 A 6 A 5 A 6 A 7 A

Route Single Unit Semi Trailer Multi Trailer Data Year Segment Description

STATE OF NEVADA

AVERAGE DAY VEHICLE CLASSIFICATION DISTRIBUTION REPORT

By Route

C t MP C t MP

Motor

Cycles

Light Trucks Heavy Trucks

From To Bus 2 Ax 3+ Ax 4 Ax 5 Ax 6 Ax 5 Ax 6 Ax 7 Ax County M. P. County M. P.

SR657 California Ave WA 0.000 IR80 WA 0.993 80 140 200 90 20 120 10 0 0 5 2008

SR657 IR80 WA 0.993 End of Route WA 2.669 15 30 60 20 35 15 0 5 5 10 E

SR659 IR580/US395 WA 0.000 IR80 WA 7.113 100 125 225 90 80 65 10 0 0 10 ESR659 IR80 WA 7.113 N. Virginia St WA 10.612 85 71 118 22 22 22 0 1 1 2 2012

SR659 N. Virginia St. WA 10.612 US395 WA 12.562 85 71 118 22 22 22 0 1 1 2 2012

SR659 US395 WA 12.562 Pyramid Way WA 14.490 165 325 265 130 155 220 5 10 0 25 E

SR659 Pyramid Way WA 14.490 Prater Way WA 16.384 157 74 253 28 41 30 1 10 2 5 2012SR659 Prater Way WA 16.384 IR80 WA 17.045 190 155 800 285 325 350 5 45 0 15 E

SR659 IR80 WA 17.045 Longley Ln WA 21.625 130 150 740 165 275 280 0 30 0 10 E

SR659 Longley Ln WA 21.625 IR580 WA 23.031 105 125 765 150 120 160 5 5 5 5 E

SR756 SR88 DO 0.000 US395 DO 1.952 20 24 78 8 11 4 0 0 0 0 2012

Centerville Rd. SR88 DO 0.000 US395 DO 1.450 20 24 78 8 11 4 0 0 0 0 2012

Centerville Rd SR88 DO 0 000 US395 DO 0 570 20 24 78 8 11 4 0 0 0 0 2012 Centerville Rd. SR88 DO 0.000 US395 DO 0.570 20 24 78 8 11 4 0 0 0 0 2012

SR766 IR80 EL 0.000 End of Route EL 5.191 8 192 454 16 19 52 3 8 6 151 2012

Vista Blvd. IR80 WA 0.994 End of Route WA 2.669 128 115 305 38 69 48 0 11 2 6 2012

Valley View IR215 CL 0.553 Spring Mt. CL 9.553 5 70 105 95 10 25 5 100 55 90 2006

Valley View Spring Mt. CL 9.553 US95 CL 12.885 150 245 565 35 65 45 0 0 0 0 2010

Sandhill Rd. Sunset CL 0.000 Trop CL 1.996 315 61 57 13 12 75 1 0 0 4 2012Sandhill Rd. Russell Rd. CL 1.996 Boulder Hwy. CL 4.854 424 55 65 20 23 26 0 4 0 0 2012

Terminal Way Plumb Ln WA 0.000 Gregg St WA 1.683 75 105 395 65 265 45 5 20 40 55 2005

Sparks Blvd. IR80 WA 0.000 Pyramid Wy WA 5.845 80 105 185 175 60 775 10 40 15 40 2010

Jacks Valley Rd. SR 206 DO 0.000 US395 DO 8.549 80 7 7 4 1 0 0 0 0 1 2012

Needles Hwy. CA/NV State line CL 0.000 SR163 (Laughlin Hwy.) CL 11.479 95 43 41 7 18 23 0 6 1 0 2012

Koval Ln. Trop CL 0.000 Sands CL 0.000 133 658 846 37 32 69 0 5 1 5 2012

W. Fourth St. IR80 WA 0.000 W. McCarran Blvd WA 3.402 36 31 73 29 20 55 0 2 0 0 2011

Wedge Parkway 0 WA 0.000 0 WA 0.000 19 8 22 6 1 3 0 0 0 1 2012 Wedge Parkway 0 WA 0.000 0 WA 0.000 19 8 22 6 1 3 0 0 0 1 2012

W. Mesquite Bl. 0 CL 0.000 0 CL 2.192 98 47 126 32 24 62 2 5 1 7 2011

USA Parkway 0 ST 0.000 0 ST 10.590 20 64 151 148 121 757 7 16 6 32 2012

Fairview Ave S. Carson St CC 0.000 Freeway Entrance CC 1.086 0 0 0 0 0 0 0 0 0 0 E

Fairview Ave. Freeway Entrance CC 1.086 US50 CC 3.607 0 0 0 0 0 0 0 0 0 0 E

Wedge Parkway 0 CC 0.000 0 WA 0 19 8 22 6 1 3 0 0 0 1 2012

Koval Ln. Trop WA 0.000 Sands CL 0 133 658 846 37 32 69 0 5 1 5 2012

Data year = E, Data estimated in 2012 10

Print Date 5/8/2013

E-240
CLARK County Name

2003

AADT

2004

AADT

2005

AADT

2006

AADT

2007

AADT

2008

AADT

2009

AADT

2010

AADT

2011

AADT

2012

AADT

Station Route / Location

003671000367110036712003671300368050036807003680800368100036811003681200368130036901003690200369030036904003690500369060036907003690800369090036910003691100369120036913

Tropical Pk, 600ft E of Decatur BlDeer Springs Rd, 600ft E of Decatur BlElkhorn Rd, 600ft E of Decatur BlGrand Teton Dr, 600ft E of Decatur BlCraig Rd, 300ft W of Lamb BlAlexander Rd, 300ft W of Pecos RdGowan Rd, 200ft W of Pecos RdSR604, Las Vegas Bl, 400ft W of Pecos RdCarey Av, 100ft W of Pecos RdLake Mead, 400ft W of Pecos RdOwens Av, 300ft W Pecos RdTropical Pk, 100ft E of Camino Al NorteAnn Rd, 300ft E of Camino Al NorteWashburn Rd, 300ft E of Camino Al NorteLa Madre Wy, 200ft E of Camino Al NorteLone Mountain Rd, 200ft E of Camino Al NorteCraig Rd, 100ft W of Home Depot StAlexander Rd, 500ft E of MLK BlGowan Rd, 300ft E of MLK BlCheyenne Av, 500ft E of MLK BlBrooks Av, 100ft E of MLK BlCarey Av, 300ft E of MLK BlLake Mead Bl, 500ft E of MLK BlCentennial Pk, 400ft E of Camino Al Norte

 33,000 

 3,700  3,300 

 27,800 

 4,550 

 34,000  14,100 

 7,800*

 6,250  3,800  5,650 

 35,500 

 7,100  6,400 

 38,500 

 1,700 

 11,900*

 36,000 

 4,500  4,300 

 28,900 

 4,050 

 39,000  17,000 

 2,150 

 11,100 

 7,550 

 3,900* 5,700*

 45,500 

 7,100*

 6,000 

 38,000 

 2,050 

 12,100  21,400 

 3,450 

 35,500 

 4,700  4,550 

 30,000 

 4,150 

 40,700  17,700 

 2,350 

 11,100 

 7,850 

 4,100* 5,950*

 47,000 

 7,450*

 6,350 

 40,500 

 2,150 

 13,100  22,100 

 3,600 

 33,000 

 5,500  4,600 

 27,000 

 5,500 

 38,000  17,000 

 5,100  8,900  8,200  2,000 

 6,000*

 50,000 

 7,300*

 6,500 

 33,000 

 2,300 

 12,000  24,000 

 4,900 

 28,000 

 5,400  4,300 

 23,000 

 5,200 

 36,000  16,000 

 4,700 

 11,000 

 8,100  3,800 

 5,900*

 42,000 

 7,800  5,800 

 32,000 

 2,500 

 12,000  19,000 

 6,300 

 3,300  2,400  5,500  3,900 

 28,000 

 5,200  3,700 

 27,000 

 5,200 

 33,000  17,000 

 4,600 

 11,000 

 7,600  3,300  4,800 

 41,000 

 7,200  5,200 

 32,000 

 2,500 

 13,000  13,000 

 6,500 

 6,000  3,400  5,500  3,600 

 31,000 

 4,300  4,500 

 19,000 

 4,600 

 32,000  15,000 

 4,100 

 11,000 

 7,500  3,400 

 5,200*

 43,000 

 6,800  4,800 

 29,000 

 2,900  9,600 

 15,000*

 7,200 

 6,100* 3,400* 5,600* 3,600*

 31,000*

 4,400* 4,600*

 17,000*

 4,600*

 32,000* 15,000*

 4,100*

 11,000*

 7,600* 3,400* 5,200*

 43,000*

 6,800* 4,900*

 29,000*

 2,900*

 10,000* 15,000*

 7,300*

 6,100* 3,400* 5,600* 3,600*

 31,000*

 4,400* 4,600*

 17,000*

 4,500*

 32,000* 15,000*

 4,100*

 11,000*

 7,600* 3,400* 5,200*

 43,000*

 6,800* 4,900*

 29,000*

 3,000* 9,900*

 15,000*

 7,300*

* Data Adjusted or Estimated E-241