2015 Highway Safety Improvement

Program Report

Traffic Engineering Division

Safety Section
Mississippi Department of Transportation

Federal FY 2015 Highway Safety Improvement Program  

Introduction

The Mississippi Department of Transportation (MDOT) is responsible for providing a safe

intermodal transportation network that is planned, designed, constructed, and

maintained in an effective, cost efficient, and environmentally sensitive manner.  

As stated in the mission statement, safety is at the forefront of the MDOT’s short and

long range plans.    Providing the safest and most efficient transportation facilities

possible are of critical importance to the MDOT.    The primary “measuring stick” for

safety in Mississippi is the reduction in the number of fatalities and serious injuries that

result from motor vehicle crashes each year.    The MDOT has an extensive safety

program that aims to ensure that the transportation facilities are as safe as possible,

from the initial planning phase through the usable life of the facility.

Purpose

The Safe, Accountable, Flexible, and Efficient Transportation Equity Act: A Legacy for

Users (SAFETEA‐LU) established the Highway Safety Improvement Program (HSIP) as a

Federal Highway Administration (FHWA) “core” program with dedicated funding for

infrastructure‐related highway safety improvement projects.  The requirements for this

program were established in Section 148 of Title 23, United States Code (USC).   

In 2012, Congress passed a new transportation re‐authorization bill, the Moving Ahead

for Progress in the 21st Century Act (MAP‐21).   MAP‐21 continued the HSIP as a core

program, along with many of the previous requirements from SAFETEA‐LU.

The HSIP is intended to implement safety improvement projects to reduce the number

and severity of crashes at intersections or along sections of any public road with a

proven history of substandard safety performance.    Typical project types include:

intersection improvements (i.e. channelization, traffic signals, or sight distance

improvements); pavement and shoulder widening; guardrail and barrier improvements;

installation of crash cushions; modification of roadway alignment, signing, pavement

marking, and delineation; breakaway utility poles and sign supports; pavement grooving

and skid‐resistant overlays; shoulder rumble strips/stripes; and minor structure

replacements or modifications.   
Protection of Data from Discovery and Admission into Evidence

Section 148(g)(4) of 23 USC stipulates that data compiled or collected for the

preparation of the HSIP Report “...shall not be subject to discovery or admitted into

evidence in a Federal or State court proceeding or considered for other purposes in an

action for damages arising from any occurrence at a location identified or addressed in

such reports...”    This information is also protected by 23 USC 409 (discovery and

admission as evidence of certain reports and surveys).

Program Administration

The HSIP funds appropriated for Mississippi are administered centrally by the Traffic

Engineering Division’s Safety Section with input and oversight from the MDOT

administration.    All HSIP funds are allocated based on safety need, regardless of

geographic location or district boundary.    Local roads (non‐state owned) are also

candidate locations which are analyzed and considered for safety improvement.   Any

HSIP project located within the boundary of a Metropolitan Planning Organization

(MPO) is coordinated with all vested parties and placed on the Statewide Transportation

Improvement Program (STIP) and the appropriate MPO’s Transportation Improvement

Program (TIP).

Program Methodology

The MDOT’s Safety Section generates a list of HSIP candidate projects using the Safety

Analysis Management System (SAMS).    The SAMS provides locations in need of

remediation with established crash histories.    Candidate locations are also identified

from the MDOT’s six construction district offices, area traffic engineers, safety

engineers, and other sources within the MDOT.  Feedback from private citizens and law

enforcement officers regarding specific locations are also used in the location

identification process.   

Locations selected for HSIP funding go through rigorous statistical analysis prior to being

selected.  The programmed projects have, at a minimum, one of the following:  

 Severity index above an acceptable level

 Elevated crash rate compared to homogenous locations

 Exceedingly high number of crashes, or

 Crashes conducive to producing fatalities or severe injuries.

The MDOT seeks to identify projects that can be tied back to the State of Mississippi’s

Strategic Highway Safety Plan (SHSP).    The SHSP was developed with various safety

partners across Mississippi and was formally adopted in early 2007.  The initial goal of

the plan was to reduce the number of fatalities from the benchmark of 931 in 2005 to

700 or fewer by 2011, a reduction of more than twenty‐five percent.  Mississippi saw
success following the implementation of the SHSP and reports that Mississippi’s goal

was achieved in 2009, two years before the targeted date.

Mississippi’s original SHSP identified five critical emphasis areas in which to focus its

safety efforts.  These five critical emphasis areas were:  

 Unbelted drivers

 Young drivers

 Aggressive drivers

 Impaired drivers

 Lane departure crashes

In early 2009, data analysis indicated that an additional critical emphasis area was

needed.  The need to add intersections as an emphasis area was discussed at the SHSP

Executive Update Meeting in August 2009.

The 2nd Edition of the SHSP was accepted in January 2014.  The Vision of the 2nd Edition

of the Mississippi SHSP has been changed to reflect a Towards Zero Deaths (TZD)

initiative.    A thorough data analysis indicated that the new emphasis areas for the

updated Mississippi SHSP are:

 Unbelted drivers

 Impaired drivers

 Suspended/Revoked Licensed or Unlicensed drivers

 Lane departure crashes

 Intersection crashes

In addition to these data‐driven emphasis areas, there are other areas in need of

attention.  It is widely recognized that distracted driving is becoming more of a problem

across the United States.  The extent of the problem in Mississippi is not yet known, as

this information is difficult to accurately or legitimately collect once a crash has taken

place.  Without state‐specific data, Mississippi will rely on the most recent data from the

United States Department of Transportation (USDOT) to justify the addition of

distracted driving.

Another area which needs continued focus and effort will be crash and road data

quality.  The analysis of safety information can only be as good as the quality of data

available.  The process of data validation must be included in the SHSP as well.

Progress in Implementing the HSIP Projects

The MDOT was appropriated $32,456,518 in federal and Section 154 funding for the

HSIP in Federal Fiscal Year (FFY) 2015.    All 2015 HSIP funds have been obligated.    In
addition to the FFY 2015 funds, the MDOT re‐obligated all HSIP funds that were released

from completed projects in previous fiscal years.   

Attachment A contains a list of all 2015 HSIP projects.  This list includes project‐specific

information such as project numbers, termini, scope, and cost.    Additionally, this

attachment contains, where feasible, the crash data and analytical results.  Attachment

B identifies the connection between the HSIP projects and the SHSP.

During Federal Fiscal Year 2015, a little over one percent of all apportioned HSIP dollars

was spent on an off‐system project, which is listed in Attachment A.  While this figure

does represent a drop in off‐system funding over recent years, MDOT’s growing Safety

Circuit Rider Program has begun working with municipal officials and engineers to

develop off‐system safety projects using HSIP funds.    Currently, MDOT has four

construction projects planned for Federal Fiscal Year 2016, with more to be developed

in calendar year 2015 and 2016.  Additionally, in 2016, MDOT will work with the Gulf

Regional Planning Commission (GRPC) to develop a Coastal County Strategic Highway

Safety Plan, which will allow GRPC to leverage HSIP funds with their dedicated safety

funding to develop and implement data‐driven safety projects in the counties under

their jurisdiction.     

Application of Special Rule – High Risk Rural Roads

The new transportation re‐authorization bill, MAP‐21, which eliminated the High Risk

Rural Roads set‐aside program, stipulates that States track measures that relate to

crashes occurring on Rural Roads.    In the yearly HSIP Report, the state is required to

report on fatal and serious crash trends occurring on rural roadways if the FHWA

notifies the state that the High Risk Rural Road Special Rule applies.    Using data

provided by the Fatality Analysis Reporting System (FARS) and Mississippi Department

of Public Safety (MDPS), the information below is presented to determine the

applicability.   

20081 20091 20101 20111 20121 20132 20142

Fatalities, Rural Major/Minor Collectors, Local Roads 450 361 307 316 235 199 182

Mississippi VMT (MVMT), Rural Collectors/Local

Roads 13125 11228 10634 10278 10386 9702 9925.42

Mississippi VMT (MVMT), Total 43711 40427 39841 38851 38667 38758 39499.18

Fatality Rate, Rural Major/Minor Collectors, Local

Roads (100 MVMT) 3.429 3.215 2.887 3.075 2.263 2.051 1.834

Fatality Rate, Rural Major/Minor Collectors, Local

Roads (100 MVMT Statewide) 1.029 0.893 0.771 0.813 0.608 0.513 0.461

Fatality Rate3 3.775 3.360 3.166 2.974 2.698 2.422

Fatality Rate4 1.075 0.959 0.893 0.823 0.720 0.633

1 – Data from the Fatality Analysis Reporting System (FARS)

2 – Data from the Mississippi Department of Public Safety (MDPS)

3 – Five Year Moving Average, using Rural Major/Minor Collector, Rural Local Road VMT

4 – Five Year Moving Average, using Statewide VMT
Using the information based upon the guidance developed by the Federal Highway

Administration (FHWA) entitled, MAP‐21 High Risk Rural Roads Guidance, and using the

above table, Mississippi shows a decrease in the five‐year moving average of the fatality

rate on Rural Major/Minor Collectors and Rural Local Roads. The five‐year moving

average decrease from the time period of 2008 – 2012 to 2010 – 2014 represents a drop

of 18.6% using the fatality rate calculated from the rural collector and local road VMT

(vehicle miles travelled) and a 23.0% reduction using the statewide VMT.  Henceforth, at

this time, the Special Rule concerning High Risk Rural Roads does not apply to the state

of Mississippi.

Mississippi will continue to track the fatal crash rates along rural collectors and local

roads in the upcoming years.  If an uptick in the moving average of fatalities and serious

injuries along these routes does present itself, Mississippi will make the required set‐

aside for High Risk Rural Roads.

Application of Special Rule – Older Drivers and Pedestrians

The new transportation re‐authorization bill, MAP‐21, stipulates that States track crash

data relating to Older Drivers and Pedestrians, age 65 and over.  Using data provided by

the Fatality Analysis Reporting System (FARS) and Mississippi Department of Public

Safety (MDPS), the information below is presented to determine the applicability.

2007 2008 2009 2010 2011 2012 2013

FARS Fatalities, Driver >=651 77 66 58 61 55 78 59

FARS Ped >= 651 6 11 7 4 7 6 1

SAMS Injury A, Driver >=652 33 29 41 33 24 41 39

SAMS Ped Injury A >=652 3 3 1 1 3 3 2

K+A Total, Driver/Ped >=65 119 109 107 99 89 128 101

Mississippi Population, Age >= 65, Per

1000 124 125 127 129 130 135 139

K+A Rate, Driver/Ped >=65 0.960 0.872 0.843 0.767 0.685 0.948 0.727

Moving Average K+A Rate    0.959 0.874 0.825 0.823 0.794

1 – Data from the Fatality Analysis Reporting System (FARS)

2 – Data from the Mississippi Department of Public Safety (MDPS)

Using the information provided in the guidance developed by the Federal Highway

Administration (FHWA) entitled, Older Drivers and Pedestrians Special Rule Interim

Guidance, and using the above table, Mississippi shows a decrease in the five‐year

moving average of the fatal and serious injury rate of drivers and pedestrians, aged 65

and older.  The five‐year moving average decrease from the time period of 2007 – 2011

to 2009 – 2013 represents a drop of 3.8% in the aforementioned rate.  Henceforth, at

this time, the Special Rule concerning Older Drivers and Pedestrians does not apply to

the state of Mississippi.

Mississippi will continue to track the involvement of Older Drivers and Pedestrians in

the upcoming years.  If an uptick in fatalities and serious injuries to the older population
does present itself, Mississippi will revise its Strategic Highway Safety Plan to involve

mitigation strategies to prevent serious and fatal crashes involving older drivers.

HSIP Effectiveness

The overall safety trend in Mississippi over the last few years is very positive. The table

below illustrates how the safety efforts across the state continue to influence the

primary safety indicators.

2006 2007 2008 2009 2010 2011 2012 2013 2014

Fatalities1 911 884 783 700 641 630 582 613 607

Fatality Rate (Fatalities/HMVMT) 2.2 2.04 1.79 1.73 1.61 1.62 1.51 1.58 1.54

Life Threatening Injury Crashes2 693 627 603 508 575 527 527 514 470

Moderate Injury Crashes2 6,580 6,220 5,446 4,667 4,851 4,530 4,317 4,306 4,240

Fatalities3   ‐  ‐  ‐  ‐  784 728 667 633 615

Fatality Rate3   ‐  ‐  ‐  ‐  1.87 1.76 1.65 1.61 1.57

1 – Data from Fatality Analysis Reporting System (FARS) 2 – Data from Mississippi Department of Public Safety (MDPS) 3 – Five Year Moving Average

From 2005 through 2012, the number of traffic fatalities across Mississippi had steadily

decreased.  In 2013, traffic fatalities in Mississippi rose back above the 600 level, to 613.  

In 2014, Mississippi was able to return to the reduction trend, though, it was a modest

reduction, back down to 607.   While the past two years have seen an increase and a

modest reduction, respectively, both the total number of fatalities and the fatality rate

have dropped thirty‐three and thirty percent, respectively, since 2006.    In 2014,

Mississippi achieved a fatality rate of 1.57 fatalities per hundred million vehicle miles

traveled (Fatalities/HMVMT).  While the fatality rate is still above the national goal of

1.0 Fatalities/HMVMT, the overall reduction illustrates the progress of all the safety

programs across our state.

Project Evaluation

There are seventy‐seven HSIP projects that have at least one year of post‐construction

crash data.   Of these projects, reductions were achieved in both the average severity

index and crash rate from the “pre‐construction” period to the “post‐construction”

period.  For the average severity index, a reduction of twenty‐four percent was realized.  

This is a remarkable decrease and significant step toward the goal of reducing fatal and

injury‐producing crashes in the state.  A nineteen percent decrease was realized in the

average crash rates when studying the same “before” and “after” periods.

When you break down the evaluation, we are able to get a clearer picture on the

effectiveness of the HSIP projects.  The following chart helps to illustrate this point for

both similar projects and projects grouped by their emphasis area in the SHSP.
Before After %Reduction Before After %Reduction

Severity Index Crash Rate

All HSIP Projects 0.81 0.55 32 2.57 2.17 16

HSIP – Lane Departure 0.85 0.56 34 3.42 2.86 16

HSIP – Intersections   0.78 0.55 29 2.41 2.00 17

Traffic Signal Projects 0.66 0.49 26 2.05 1.42 31

Cable Barrier Projects1 1.27 0.58 54 0.26 0.25 4

            

1 – Data Only Looks at Head On and Run Off Road – Left Crashes

It can be noted that the evaluation of Cable Barrier Projects can be a bit deceiving.  First,

several MDOT Districts have let their cable barrier projects as Districtwide projects,

which means the project contains various routes in multiple counties.  It is impossible to

get a good measure of the traffic volume measure for Districtwide projects, hence the

inability to calculate an accurate crash rate.  Secondly, there is only one crash type that

is affected by the installation of cable barrier – cross median crashes.  Furthermore, one

would expect crashes to increase in areas where cable barrier has been installed as the

cable barrier does impose an obstruction in the clear zone.  Prior to the median cable

barrier being installed, a vehicle that was to enter the median would not have struck the

cable barrier.    Now, a vehicle that enters the median is more likely to strike the

obstruction, requiring a crash report.    While the crash rate may not be an accurate

measure of the effectiveness of the cable barrier, the severity index can be a better

descriptor of the success realized in the implementation of cable barrier along

Mississippi roadways.    The severity index of the crashes in the cable barrier sections

decreased by over fifty percent!

All “Before” and “After” period analyses can be seen in Attachment C – 2015 MS HSIP ‐ 

Before and After.   

Summary

2013 saw the first increase in fatalities in Mississippi since 2005, breaking a string of

seven consecutive years with fatality reductions.    Mississippi was able to return to a

reduction trend in 2014, though modest.    While an in‐depth analysis of Mississippi’s

fatality trends over the past decade portends to continued modest reductions in

fatalities over the next few years, this report of the HSIP Program encapsulates MDOT’s

commitment to eliminate serious and fatal crashes on all public roads.

The sustained and steady effort of the MDOT HSIP Program, partnering with other

safety‐centric agencies and organizations, has enabled Mississippi to experience a

significant decrease in the number of traffic fatalities.  This effort allowed Mississippi to

reach its initial goal of 700 or fewer fatalities in the original SHSP two years in advance.  
Furthermore, since 2006, Mississippi has seen an overall reduction in traffic fatalities in

excess of thirty‐three percent.  Additionally, HSIP project selection and countermeasure

implementation successes can be seen by looking at reductions in both severity indices

and crash rates, with reductions of thirty‐two and sixteen percent respectively for

completed projects.   

In terms of fiscal responsibility, Mississippi continues to lead the nation in the successful

utilization of HSIP funds available.    This successful utilization allows Mississippi to

increase and enhance the safety of the traveling public.   

As even one fatality is too many to suffer, Mississippi will continue to work towards

realizing a reduction in fatalities and serious injuries, so that, once again, we will be on

track to achieving our vision of zero fatalities on any public roadway in Mississippi.
1 of 35

HSIP

Intersections

Project External Federal FY 2015 (Highest Class) (Major Route) (State, Local) Years Total Crashes Ave Crash Rate Average Severity Index

Location County District Number Number TOTAL Cost Functional Class Speed Limit Ownership Studied For Years Studied For Years Studied For Years Studied Scope

MS 67 at Tradition Parkway (at-grade) Harrison 6 106822 HSIP-0064-01(033) -$180,000 Rural - Other Principal Arterial 65 State 1/6/09-12/31/14 31 0.76 2.65

Access Management - Median Crossover - Directional 

Crossover (J-Turn)

MS 67 at Lickskillet Road Harrison 6 105961 HSIP-0064-01(028) $40,421 Urban - Other Freeways and 

Expressways 55 State 2006-2014 91 2.06 1.44

Intersection Traffic Control - Intersection Traffic Control - Other 

(Install Signal)

MS 25 at Cool Papa Bell Road Urban - Other Principal Arterial 50 State 2006-2014 183 1.48 0.31

MS 25 at Ridgewood Road Urban - Other Principal Arterial 50 State 2006-2014 375 1.77 0.23

MS 25 at Tree Tops Boulevard Urban - Other Principal Arterial 50 State 2006-2014 220 0.99 0.28

MS 25 at River Oaks/Jackson Prep Urban - Other Principal Arterial 50 State 2006-2014 241 1.21 0.37

MS 25 at Airport Road (MS 475) Urban - Other Principal Arterial 50 State 2006-2014 522 2.78 0.31

US 90 at Bouslog St Hancock 6 106247 HSIP-0003-01(185) -$13,001 Urban - Other Principal Arterial 45 State 2006-2014 79 1.02 0.76

Intersection Traffic Control - Intersection Traffic Control - Other 

(Install Signal)

US 49 at MS 149 (South Magnolia Road) Rural - Other Principal Arterial 55 State 2006-2014 47 0.71 0.77

Intersection Traffic Control - Intersection Traffic Control - Other 

(Install Signal)

US 49 at Hall Street Rural - Other Principal Arterial 55 State 2006-2014 53 1.04 1.74 Access Management - Median Crossover - Close existing

US 49 at Wal-Mart Drive Rural - Other Principal Arterial 55 State 2008-2014 45 0.90 0.38

Intersection Traffic Control - Intersection Traffic Control - Other 

(Communications with Adjacent Signals)

US 49 at Sunset Road/Ora-Swamp Road Rural - Other Principal Arterial 55 State 2008-2014 24 0.36 0.92

Intersection Traffic Control - Modify Signal - add flashing yellow 

arrow

US 49 at Selma Road Rural - Other Principal Arterial 55 State 2006-2014 27 0.43 1.41

Intersection Traffic Control - Modify Signal - add flashing yellow 

arrow

US 49 at 4th Street Rural - Other Principal Arterial 55 State 2006-2014 39 0.54 1.72

Access Management - Median Crossover - Directional 

Crossover (J-Turn)

US 49 at Pinecrest Street Rural - Other Principal Arterial 55 State 2006-2014 2 0.03 0.50

Intersection Traffic Control - Intersection Traffic Control - Other 

(Install Signal)

US 72 at MS 7 Benton 1 106269 HSIP-0007-01(078) -$39,889 Rural - Other Principal Arterial 65 State 2006-2014 74 2.27 1.95

Intersection Geometry - Splitter Island - Install on One or More 

Approaches

MS 63 at MS 614 Jackson 6 106627 HSIP-0002-01(048) $1,078,500 Rural - Other Principal Arterial 65 State 2006-2014

102 2.32 0.75

Intersection Traffic Control - Modify Traffic Signal - 

Miscellaneous/Other/Unspecified (Convert from 

Protected/Permitted Left Turn Phasing to Protected Only)

US 84 at MS 35 Covington 7 106700 HSIP-0015-02(095) $2,911,500 Rural - Other Principal Arterial 65 State 2007-2014 79 4.42 1.62

Access Management - Median Crossover - Directional 

Crossover (J-Turn)

US 49 at Muse Road Urban - Other Principal Arterial 65 State 2008-2014 25 0.34 1.28

Advanced Technology and ITS - Advanced Technology and ITS - 

Other (Intersection Collision Warning System)

US 49 at R T Braddy Road Urban - Other Principal Arterial 65 State 2009-2014 15 0.21 0.53

Advanced Technology and ITS - Advanced Technology and ITS - 

Other (Intersection Collision Warning System)

US 51 at North Pat Harrison Drive Copiah 3 HSIP-2177-00(012) -$49,176 Urban - Minor Arterial 45 State 2006-2014 4 0.15 0.25

Advanced Technology and ITS - Advanced Technology and ITS - 

Other (Intersection Collision Warning System)

MS 27 at Lee Ave. Copiah 3 106626 HSIP-0054-01(055) $1,257,650 Rural - Minor Arterial 55 State 2006-2014 19 1.29 2.58 Intersection Traffic Control - Two-way Stop to Roundabout

US 49/US 61 at Eagles Nest Rd. Coahoma 2 106268 HSIP-0009-06(014) $505,105 Rural - Other Principal Arterial 65 State 2006-2014 19 0.68 2.37

Intersection Geometry - Intersection Geometrics - Modify skew 

angle

US 45 at CR 212 Clarke 6 106233 HSIP-0002-02(063) $407,017 Rural - Other Principal Arterial 65 State 2006-2014 27 1.67 2.07

Access Management - Median Crossover - Directional 

Crossover (J-Turn)

US 51 at Star Landing Rd. Urban - Other Principal Arterial 55 State 2006-2014 46 1.35 0.48

Intersection Traffic Control - Intersection Traffic Control - Other 

(Install Signal)

US 51 at License Dr. Urban - Minor Arterial 55 State 2006-2014 9 0.31 0.89 Alignment - Vertical Alignment or Elevation Change

US 11 at I-59 NB Ramps 2009-2014 25 1.22 0.32

US 11 at I-59 SB Ramps 2009-2014 43 2.04 0.51

US 11 at Sullivan-Kilrain Rd. 2009-2014 59 2.65 0.27

US 49 at Southgate/Anderson Forrest 6 105875 HSIP-0008-01(121) $36,063 Rural - Other Principal Arterial 65 State 2006-2014 91 1.66 0.97

Intersection Traffic Control - Intersection Traffic Control - Other 

(Install Signal)

US 90 at MS 607 Hancock 6 105542 HSIP-0003-01(146) $1,228 Rural - Other Principal Arterial 65 State 2006-2014 29 0.90 1.55

Intersection Geometry - Intersection Geometrics - Modify skew 

angle

MS 53 at Canal Rd. 55 State 2006-2014 30 1.04 1.23

MS 53 at County Farm/Shaw 55 State 2006-2014 82 3.26 0.94

MS 67 at Big John Rd. Harrison 6 Urban - Other Freeways and 

Expressways 2009-2014 13 0.56 2.00

Access Management - Median Crossover - Directional 

Crossover (J-Turn)

MS 67 at Lamey Bridge Rd. Harrison 6 Rural - Other Principal Arterial 2009-2014 46 1.96 1.72

Intersection Traffic Control - Intersection Traffic Control - Other 

(Install Signal)

US 90 at Franklin Creek Rd. Jackson 6 105913 HSIP-0003-01(182) -$92,412 Rural - Other Principal Arterial 65 State 2006-2014 53 1.05 1.77

Intersection Geometry - Intersection Geometrics - Modify skew 

angle

MS 30 at CR 217/Woodson Ridge Lafayette 2 106270 HSIP-0044-01(028) -$680 Rural - Minor Arterial 55 State 2006-2014 40 1.48 1.18 Intersection Traffic Control - Two-way Stop to Roundabout

US 84 at Ferguson Mill Rd. Lawrence 7 106242 HSIP-0015-02(092) -$264,119 Rural - Other Principal Arterial 65 State 2006-2014 29 3.15 1.10

Access Management - Median Crossover - Directional 

Crossover (J-Turn)

US 45 at Euclatubba Rd. Lee 1 102083 HSIP-0002-06(114) -$445,692 Rural - Other Principal Arterial 65 State 2006-2014 44 0.60 1.52

Interchange Design - Convert at-grade intersection to 

interchange

US 45A at Tarlton Rd. Lowndes 1 106987 HSIP-0079-01(032) $180,000 Rural - Other Principal Arterial 65 State 2008-2014 24 1.74 2.38

Access Management - Median Crossover - Directional 

Crossover (J-Turn)

US 45 at Ripley Rd. Prentiss 1 106990 HSIP-0002-07(016) $90,000 Rural - Other Principal Arterial 55 State 2010-2014 30 1.10 0.70

Intersection Traffic Control - Modify Traffic Signal - Modify Signal 

Mounting (Spanwire to Mast Arms)

MS 35 at I-20 EB Ramps Scott 5 106357 HSIP-0023-02(056) -$28,424 Urban - Minor Arterial 45 State 2006-2014 45 1.11 0.78

Intersection Traffic Control - Intersection Traffic Control - Other 

(Install Signal)

US 45 at Buckatunna-Chicora-Clara Road Wayne 6 106234 -$3,652 Rural - Other Principal Arterial 65 State 2006-2014 59 3.63 1.27

Access Management - Median Crossover - Directional 

Crossover (J-Turn)

US 49W at MS 3 Yazoo 3 106989 HSIP-0072-04(027) $108,000 Rural - Minor Arterial 55 State 2010-2014 3 0.18 1.00 Intersection Geometry - Auxiliary Lanes - Add Left-Turn Lane

65 State

$2,272,855

$112,500

$291,849

-$2,496

$2,646,000

$232,400 Intersection Traffic Control - Modify Traffic Signal - Modify Signal 

Mounting (Replace Mast Arms)

Intersection Traffic Control - Intersection Traffic Control - Other 

(Install Signal)

Non-Infrastructure - Transportation Safety Planning

$117,000

Urban - Minor Arterial

Urban - Minor Arterial

State

5

106859

HSIP-0008-03(055)

Harrison 6 105293 HSIP-0064-01(029)

DeSoto 2 104911 HSIP-2920-00(008)

Forrest 6 107023 HSIP-2170-00(026)

Rankin -$45,360

45

Hinds

Rankin

5 106860 HSIP-0056-01(077)

Covington 7 106502 HSIP-0008-02(100)

Stone 6 106235 HSIP-0008-01(128)

107082 HSIP-0064-01(034)
2 of 35

Intersections Total $11,123,187
3 of 35

Sections

Project External Federal FY 2015 (Highest Class) (Major Route) (State, Local) Years Total Crashes Ave Crash Rate Average Severity Index Segment

Location County District Number Number TOTAL Cost Functional Class Speed Limit Ownership Studied For Years Studied For Years Studied For Years Studied Scope Length (Miles)

I-55 Fr 1M south of Martinsville Rd to 1M north of 

MS 27 Copiah 3 106996 HSIP-0055-01(109) $67,500 Rural - Interstate Highway 70 State 2010-2014 92 0.06 0.88 Roadside - Barrier (Cable) 17.2

I-55 Fr 1M south of MS 14 to 1M north of MS 35 Holmes/Carroll 2 106997 HSIP-0055-02(242) $90,000 Rural - Interstate Highway 70 State 2010-2014 82 0.06 1.17 Roadside - Barrier (Cable) 29.9

Dentville Rd Fr Jack Rd to Harris Rd Rural - Major Collector N/A 2010-2014 7 0.17 0.57 6.7

Harmony Rd Fr Burt Loop Rd (south) to Brushy 

Creek Rd Rural - Major Collector N/A 2010-2014 2 0.28 2.00 1.8

Monticello Rd Fr US 51 to King Rd Rural - Major Collector N/A 2010-2014 46 1.49 1.22 10.9

New Zion Rd Fr Gaddy Ln to Utica Rd Rural - Major Collector 50 2010-2014 20 0.92 1.25 5.2

Old Port Gibson Rd Fr Carter Hill to Dillard Rd Rural - Major Collector N/A 2010-2014 11 1.11 0.82 3.8

US 78, From MS 302 to MS 305 (Data between 

Craft Road and Hacks Cross Road) DeSoto 2

107100 HSIP-0006-01(089) $360,000 Urban - Other Freeways and 

Expressways 70 State 2010-2014

265 0.63 0.45 Roadway - Superelvation/Cross Slope 5.6

US 45 at Wheeler Grove Road Alcorn 1 107112 HSIP-0002-08(019) $500,000 Rural - Other Principal Arterial 65 State 2010-2014 18 0.00 1.39 Alignment - Vertical Alignment or Elevation Change 0.3

RWIS Installations, I-55 SB to I-20 EB Flyover Hinds/Rankin 5 106870 HSIP-0055-02(241) $14,670 Urban - Interstate Highway 60 State 2009-2014 8 0.20 0.13

Advanced Technology and ITS - Advanced Technology and ITS - 

Other (Roadway Weather Information System) 0.5

I-55 at Byram Exit Hinds 5 105657 HSIP-0055-02(205) -$1 Urban - Interstate Highway 70 State 2006-2014 27 0.68 0.41

Interchange Design - Interchange Design - Other (Extend OffRamp) 0.5

HFST - I-59 Loop Ramps at US 49 Forrest 6 106818 HSIP-0059-01(114) -$72,000 Urban - Interstate Highway (Ramps) 70 State 2009-2014 102 2.30 0.56 Roadway - Pavement Surface - High Friction 0.8

US 49 Fr Campbell Loop to N. 31st Forrest 6 106215 HSIP-0008-01(027) -$63,235 Urban - Other Principal Arterial 45 State 2006-2014 288 4.92 0.77 Access Management - Raised Island - Install New 0.6

Dorsey Evergreen Rd Fr Dorsey Rd to Bankhead 

Rd SW Rural - Major Collector 2010-2014 11 6.82 0.73

Roadway Signs and Traffic Control - Roadway Signs (Including 

Post) - New or Updated 0.7

Fairview Banner Rd Fr MS 25 to MS 23 Rural - Major Collector 2010-2014 21 2.32 1.43

Roadway Delineation - Longitudinal Pavement Markings - 

Remarking 8.8

River Rd Fr MS 363 to MS 371 Rural - Minor Collector 2010-2014 21 2.85 0.90

Roadway Delineation - Longitudinal Pavement Markings - 

Remarking 6.1

John Rankin Hwy Fr Jamie Whitten Center to Mt. 

Pleasant Rd. Rural - Major Collector 2010-2014 24 1.44 1.75

Roadway Delineation - Longitudinal Pavement Markings - 

Remarking 5.0

Interstate 10, from the Harrison County Line to 

the Alabama State Line Jackson 6 106964 HSIP-0010-01(150) $10,000,000 Urban - Interstate Highway 70 State 2010-2014 2179 0.43 0.55

Advanced Technology and ITS - Congestion Detection/Traffic 

Monitoring System 29.6

MS 537 Fr Hoy Rd to Lake Como Rd Jones 6 107003 HSIP-0225-00(005) $966,960 Urban - Major Collector 30 - 45 State 2010-2014 39 2.24 0.46 Roadway - Pavement Surface - High Friction 1.6

Zero Rd Fr Clarke Co Ln to Causeyville Rd. Rural - Major Collector N/A 2009-2014 53 5.06 1.26

Roadway Delineation - Longitudinal Pavement Markings - 

Remarking 8.0

Causeyville Rd Fr US 45 to Clarke Co Ln Rural - Major Collector N/A 2009-2014 101 2.83 1.17

Roadway Signs and Traffic Control - Roadway Signs (Including 

Post) - New or Updated 12.7

Lauderdale Toomsuba Rd Fr US 80 to York Rd. Rural - Major Collector 35 2009-2014 73 1.99 0.70

Roadway Delineation - Longitudinal Pavement Markings - 

Remarking 7.7

Lizelia Rd Fr Dale Dr. to MS 854/John C. Stennis Urban - Major Collector 40 2009-2014 55 3.10 0.55

Roadway Delineation - Longitudinal Pavement Markings - 

Remarking 7.8

CR 681 Fr Beech Springs to Co Rd 

251/Euclatubba Rural - Minor Collector 35 2010-2014 40 1.48 0.98

Roadway Delineation - Longitudinal Pavement Markings - 

Remarking 6.5

CR 231 Fr MS 348 to CR 263/Birmingham Bridge 

Rd. Rural - Major Collector N/A 2010-2014 15 1.38 1.60

Roadway Delineation - Longitudinal Pavement Markings - 

Remarking 4.0

CR 833 Fr MS 348 to CR 2902 Rural - Major Collector 35 2010-2014 20 2.04 1.10

Roadway Delineation - Longitudinal Pavement Markings - 

Remarking 5.0

CR 1766 Fr CR 931 to CR 1498 Rural - Major Collector 30 2010-2014 17 5.31 0.82

Roadway Signs and Traffic Control - Roadway Signs (Including 

Post) - New or Updated 3.3

CR 1498 Fr CR 1554 to CR 1970 Rural - Major Collector N/A 2010-2014 5 0.66 2.40

Roadway Delineation - Longitudinal Pavement Markings - 

Remarking 3.7

CR 506 Fr CR 300 to MS 245 Rural - Minor Collector N/A 2010-2014 16 4.28 2.44

Roadway Delineation - Longitudinal Pavement Markings - 

Remarking 4.3

CR 452, From MS 6 to East of CR 1463 Rural - Minor Collector N/A 2010-2014 10 1.24 1.40

Roadway Delineation - Longitudinal Pavement Markings - 

Remarking 3.4

CR 502, From CR 771 to MS 6 Rural - Minor Collector 40 2010-2014 21 4.08 1.67

Roadway Delineation - Longitudinal Pavement Markings - 

Remarking 3.0

MS 583 Fr Enterprise to US 84 Lincoln 7 106275 HSIP-0182-00(035) $63,000 Rural - Major Collector 55 State 2006-2014 119 2.75 1.18 Alignment - Horizontal and Vertical Alignment 5.8

US 61 Fr Washington/Sharkey CL to US 82 Washington 3 106962 HSIP-0009-03(053) $4,180,500 Rural - Other Principal Arterial 55 State 2010-2014 69 0.33 1.67 Shoulder Treatments - Widen Shoulder - Paved or Other 22.2

MS 15 Fr Neshoba CL to MS 25 Winston 1 107113 HSIP-0022-02(052) $450,000 Urban - Minor Arterial 25 - 55 State 2010-2014 147 1.20 1.00 Roadway - Rumble Strips - Center 13.2

I-10 from LA State Line to MS 43/603 Hancock 6 106776 HSIP-0010-01(148) $5,952,524 Rural - Interstate Highway 70 State 2007-2014 625 0.41 0.96

Roadway - Pavement Surface - Miscellaneous (Open Graded 

Friction Course) 13.6

Sections Total $22,752,418

(Speed)- Covington County does not set speed 

limits for their roads; County law enforcement is 

unable to use radar/laser to enforce speed limit 

due to state law

Roadway Delineation - Longitudinal Pavement Markings - 

Remarking $67,500

$40,000

$75,000

$60,000

Local

N/A Local

Local

Local

Itawamba 1

Lee 1 107162 HSIP-9999-01(252)

Lauderdale 5 107161 HSIP-9999-05(021)

Copiah 3 106958 HSIP-9999-03(012)

107162 HSIP-9999-01(252)
4 of 35

Corridors

Project External Federal FY 2015 (Highest Class) (Major Route) (State, Local) Years Total Crashes Ave Crash Rate Average Severity Index Segment

Location County District Number Number TOTAL Cost Functional Class Speed Limit Ownership Studied For Years Studied For Years Studied For Years Studied Scope Length (Miles)

MS 302 Fr I-55 to US 78

Urban - Other Freeways and 

Expressways 45 - 55 State 2009-2014 3485 3.26 0.34

Intersection Traffic Control - Systemic Improvements - SignalControlled 8.3

MS 302 at Southcrest Pkwy Urban - Other Principal Arterial 45 State 2006-2014 487 3.07 0.25

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 302 at Tchulahoma Rd. Urban - Other Principal Arterial 45 EB/55 WB State 2006-2014 206 1.62 0.38

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 302 at Getwell Rd. Urban - Other Principal Arterial 55 State 2006-2014 523 3.77 0.25

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 302 at Craft Rd. Urban - Other Principal Arterial 45 State 2006-2014 242 1.73 0.40

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 302 at Center Hill Rd.

Urban - Other Freeways and 

Expressways 65 State 2006-2014 76 1.39 1.01

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 302 Fr Allen Drive to Horn Lake Road Urban - Other Principal Arterial 45 - 55 State 2010-2014 85 4.81 0.51 Access Management - Raised Island - Install New 0.70

MS 302 at Allen Drive Urban - Other Principal Arterial 55 State 2010-2014 6 0.16 0.50 Roadway - Other - Remove Two Way Left Turn Lane

MS 302 at Tealwood Drive Urban - Other Principal Arterial 55 State 2010-2014 3 0.08 0.00

Access Management - Aceess Management - Other - Directional 

Island

MS 302 at Rosebury Drive Urban - Other Principal Arterial 55 State 2010-2014 3 0.08 0.00

Access Management - Change in Access - Close or Restrict 

Existing Access

MS 302 at Horn Lake Rd. Urban - Other Principal Arterial 45 State 2006-2014 192 2.13 0.40

Intersection Traffic Control - Modify Traffic Signal - Modify Signal 

Mounting (Spanwire to Mast Arms)

US 49 Fr US 98 to Peps Point Urban - Other Principal Arterial 45 - 65 State 2010-2014 2126 1.96 0.47

Intersection Traffic Control - Systemic Improvements - SignalControlled 12.2

US 49 at Peps Point Urban - Other Principal Arterial 55 State 2009-2014 84 1.31 0.40

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at Classic Dr. Urban - Other Principal Arterial 45 State 2009-2014 265 3.90 0.39

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at Campbell Loop/Convention Center Urban - Other Principal Arterial 45 State 2009-2014 67 0.97 0.40

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at N. 31st Ave. Urban - Other Principal Arterial 45 State 2009-2014 131 2.04 0.34

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at Old Hwy 42 Urban - Other Principal Arterial 45 State 2009-2014 126 1.71 0.50

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at MS 198/Hardy Urban - Other Principal Arterial 45 State 2009-2014 309 3.12 0.26

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at Mamie Urban - Other Principal Arterial 45 State 2009-2014 184 2.48 0.33

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at Eddy/Cloverleaf Urban - Other Principal Arterial 45 State 2009-2014 223 3.36 0.25

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at W. Pine St. Urban - Other Principal Arterial 45 State 2009-2014 193 2.73 0.44

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at Wisteria/Helveston Urban - Other Principal Arterial 45 State 2009-2014 129 2.00 0.61

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at WSF Tatum Urban - Other Principal Arterial 55 State 2009-2014 86 1.41 0.41

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at Pearl River Comm College Urban - Other Principal Arterial 55 State 2009-2014 20 0.33 0.70

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at Elk's Lake/Edwards/MS 969 Urban - Other Principal Arterial 55 State 2009-2014 66 1.29 0.70

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at JM Tatum Industrial Urban - Other Principal Arterial 65 State 2009-2014 36 0.87 0.56

Intersection Traffic Control - Intersection Traffic Control - Other 

(Install Signal)

MS 145 Fr MS 178 to Beech Springs Urban - Other Principal Arterial 45 State 2009-2014 967 3.73 0.30

Intersection Traffic Control - Systemic Improvements - SignalControlled 3.4

MS 145 at Beech Springs Rural - Major Collector 45 State 2009-2014 20 0.41 0.40

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 145 at Barnes Crossing Urban - Minor Arterial 45 State 2009-2014 146 2.36 0.18

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 145 at Kohl's/Kings Crossing Urban - Minor Arterial 45 State 2009-2014 23 0.51 0.30

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 145 at Logans/IHOP Urban - Minor Arterial 45 State 2009-2014 26 0.54 0.31

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 145 at Symphony Ln. Urban - Minor Arterial 45 State 2009-2014 73 1.29 0.22

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 145 at Mississippi Dr. Urban - Minor Arterial 45 State 2009-2014 131 2.30 0.39

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 145 at Mel Dr. Urban - Minor Arterial 45 State 2009-2014 50 1.01 0.14

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 145 at Commonwealth Urban - Minor Arterial 45 State 2009-2014 30 0.63 0.37

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 145 at Fire Station 4 Urban - Minor Arterial 45 State 2009-2014 4 0.09 0.00

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 145 at N. Green/Lakeshire Urban - Minor Arterial 45 State 2009-2014 55 0.99 0.31

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 145 at MS 178/McCullough Urban - Other Principal Arterial 45 State 2009-2014 148 2.62 0.13

Intersection Traffic Control - Systemic Improvements - SignalControlled

Barnes Crossing Rd Fr MS 145/Gloster to US 45 Urban - Local Road 30 State 2010-2014 258 10.05 0.20

Intersection Traffic Control - Systemic Improvements - SignalControlled 0.5

Barnes Crossing Rd at Mall Dr. Urban - Local Road 30 State 2009-2014 82 2.66 0.17

Intersection Traffic Control - Systemic Improvements - SignalControlled

Barnes Crossing Rd at US 45 NB Ramps Urban - Local Road 30 State 2010-2014 114 3.87 0.29

Intersection Traffic Control - Systemic Improvements - SignalControlled

Barnes Crossing Rd at US 45 SB Ramps Urban - Local Road 30 State 2010-2014 76 3.39 0.17

Intersection Traffic Control - Systemic Improvements - SignalControlled

SP-0021-01(062) $135,000

$406,325

$481,062

106779 $2,000,000

DeSoto 2 106779

HSIP-0021-01(056)

Forrest 6 106994 HSIP-0008-01(133)

Lee 1 106953 HSIP-2839-00(018)

DeSoto 2
5 of 35

MS 570 Fr I-55 to US 51 Urban - Other Principal Arterial 35 State 2010-2014 138 5.41 0.43

Intersection Traffic Control - Systemic Improvements - SignalControlled 0.6

MS 570 at Mall Dr. Urban - Minor Arterial 35 State 2010-2014 21 0.83 0.33

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 570 at Sherman/Walmart Urban - Minor Arterial 35 State 2010-2014

3 0.10 0.33

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 570 at Marion Ave. Urban - Minor Arterial 35 State 2010-2014 29 0.68 0.38

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 570 at US 51 Urban - Other Principal Arterial 35 State 2009-2014 41 1.37 0.20

Intersection Traffic Control - Intersection Traffic Control - Other 

(Install Signal)

US 98 Signal Upgrades in Hattiesburg Urban - Other Principal Arterial 55 - 65 State 2010-2014 592 1.00 0.49

Intersection Traffic Control - Systemic Improvements - SignalControlled 4.3

US 98 at MS 589 Urban - Other Principal Arterial 65 State 2010-2014 132 2.64 0.54

Intersection Traffic Control - Modify Traffic Signal - Modify Signal 

Mounting (Spanwire to Mast Arms)

US 98 at Canebrake Blvd Urban - Other Principal Arterial 65 State 2010-2014 42 0.60 0.57

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 98 at Cole Rd. Urban - Other Principal Arterial 65 State 2010-2014 92 1.32 0.39

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 98 at Barracuda Drive/Woodstone Boulevard Urban - Other Principal Arterial 55 State 2010-2014 27 0.59 0.52

Access Management - Median Crossover - Directional 

Crossover (J-Turn)

US 98 at Old Hwy 11/King Rd. Urban - Other Principal Arterial 55 State 2010-2014 193 2.71 0.32

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 98 at Gravel Pit Rd Urban - Other Principal Arterial 55 State 2010-2014 91 1.30 0.54

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 98 at Hegwood Road/Jackson Road Urban - Other Principal Arterial 55 State 2010-2014 63 0.76 0.40

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 278 Fr Bates St to Civic Center Urban - Other Principal Arterial 35 - 45 State 2010-2014 692 3.17 0.49 Access Management - Raised Island - Install New 2.4

US 278 at Bates St. Urban - Other Principal Arterial 35 State 2010-2014 35 1.21 0.37

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 278 at US 51 Urban - Other Principal Arterial 35 State 2010-2014 144 2.48 0.34

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 278 at Woodland/Keating Urban - Other Principal Arterial 45 State 2010-2014 94 1.71 0.30

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 278 at Power/Lakewood Urban - Other Principal Arterial 45 State 2010-2014 76 1.55 0.51

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 278 at I-55 SB Ramps Urban - Other Principal Arterial 45 State 2010-2014 10 0.25 1.50

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 278 at I-55 NB Ramps Urban - Other Principal Arterial 45 State 2010-2014

8 0.21 0.38

Intersection Traffic Control - Systemic Improvements - SignalControlled

US 278 at Medical Center/Stone/Forrest Urban - Other Principal Arterial 45 State 2009-2014 130 2.29 0.50

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 302 Fr Interstate Blvd to Southcrest Pkwy Urban - Other Principal Arterial 45 State 2010-2014 735 11.09 0.29

Roadway Delineation - Roadway Delineation - Other (Removal 

of High Volume Weaving Movements) 0.5

MS 302 at Interstate Boulevard Urban - Other Principal Arterial 45 State 2006-2014 457 2.81 0.28

Roadway Delineation - Roadway Delineation - Other (Removal 

of High Volume Weaving Movements)

MS 302 at I-55 SB Ramps Urban - Other Principal Arterial 45 State 2010-2014 254 1.94 0.31 Intersection Geometry - Auxiliary Lanes - Add Right Turn Lane

MS 302 at I-55 NB Ramps Urban - Other Principal Arterial 45 State 2010-2014 261 2.22 0.30 Intersection Geometry - Auxiliary Lanes - Add Right Turn Lane

MS 302 at Southcrest Pkwy Urban - Other Principal Arterial 45 State 2006-2014 487 3.07 0.25 Intersection Geometry - Auxiliary Lanes - Add Left Turn Lane

MS 19 Fr I-20/I-59 to Walmart (North Meridian) Urban - Other Principal Arterial 35 - 55 State 2009-2014 708 3.59 0.46

Intersection Traffic Control - Systemic Improvements - SignalControlled 3.2

MS 19 at I-20/I-59 EB Ramps Urban - Other Principal Arterial 45 State 2009-2014 24 0.93 0.21

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 19 at I-20/I-59 WB Ramps/N. Frontage Urban - Other Principal Arterial 45 State 2009-2014 54 1.72 0.19

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 19 at 5th Urban - Other Principal Arterial 45 State 2009-2014 36 1.05 0.58

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 19 at 8th Urban - Other Principal Arterial 35 State 2009-2014 86 1.53 0.36

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 19 at Old 80/Meridian CC Urban - Other Principal Arterial 35 State 2009-2014 58 1.12 0.41

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 19 at College/Old 8th Urban - Other Principal Arterial 35 State 2009-2014 63 1.34 0.27

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 19 at 65th Avenue Urban - Other Principal Arterial 45 State 2009-2014 45 1.15 0.44

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 19 at Semmes/20th Urban - Other Principal Arterial 45 State 2009-2014 52 1.36 0.40

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 19 at North Hills Urban - Other Principal Arterial 45 State 2009-2014 44 1.13 0.39

Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 19 at Walmart Urban - Other Principal Arterial 55 State 2009-2014 40 1.19 0.78

Intersection Traffic Control - Systemic Improvements - SignalControlled

Corridor Totals $3,980,887

The Project from MS 302, from Allen Drive to 

Horn Lake Road was initially considered for 

HSIP funding, but was shifted to state funding. 

The transaction had not been reversed at the 

time of this report.

HSIP-0075-01(013)

HSIP-0014-02(071)

$360,000

$292,500

$112,500

$180,000

$13,500

Lauderdale5 107079

HSIP-0070-03(021)

Lamar6

Panola2 106864

Pike7 106965 HSIP-0180-00(022)

107022

DeSoto2 107037 HSIP-0055-04(099)
6 of 35
7 of 35

Systemic Safety Projects

Project External Federal FY 2015 (Highest Class) (Major Route) (State, Local) Years Total Crashes Ave Crash Rate Average Severity Index Segment

Location County District Number Number TOTAL Cost Functional Class Speed Limit Ownership Studied For Years Studied For Years Studied For Years Studied Scope Length (Miles)

District 1 Intersection Improvement Project Districtwide 1 107141 HSIP-9999-01(251) $250,000 - - State - Systemic Improvements - Systemic Improvements - StopControlled

Road Safety Audits Total $250,000

Road Safety Audits

Project External Federal FY 2015 (Highest Class) (Major Route) (State, Local) Years Total Crashes Ave Crash Rate Average Severity Index Segment

Location County District Number Number TOTAL Cost Functional Class Speed Limit Ownership Studied For Years Studied For Years Studied For Years Studied Scope Length (Miles)

US 45, Clarke and Wayne Counties Clarke/ Wayne 6 106951 HSIP-0002-02(065) $135,000 Urban - Other Principal Arterial 45 - 65 State 2010-2014 458 0.31 0.83 Non-infrastructure - Road Safety Audit 61.5

Road Safety Audits Total $135,000

Strategic Highway Safety Plans

Project External Federal FY 2015 (Highest Class) (Major Route) (State, Local) Years Total Crashes Ave Crash Rate Average Severity Index

Location County District Number Number TOTAL Cost Functional Class Speed Limit Ownership Studied For Years Studied For Years Studied For Years Studied Scope

Coastal County Strategic Highway Safety Plan 

(SHSP)

Hancock, 

Harrison, 

Jackson

6 105975 HSIP-9999-09(020) $135,000 - - - - - - - Non-infrastructure - Data/Traffic Records

SHSP Total $135,000

2015 HSIP Obligations/Expenditures $38,376,492

Data only includes ROR left and Head On crash 

types

EB crashes only

WB crashes only

SB, rear-end crashes only

NB crashes only

Snow/Sleet/Slush Only

FMS dollar amount used. Needs update 

from FMIS.

Done as intersections within a section
8 of 35

Property Total Severity Entering Crash Property Total Severity Entering Crash Property Total Severity Entering Crash

Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

7 0 1 3 0 0 5 4 11 0.55 12722 2.37 3 0 2 2 0 1 3 0 7 1.14 12226 1.57 4 0 2 4 0 1 4 2 10 1.00 12228 2.23

11 0 2 2 0 0 0 3 15 0.53 35899 1.14 20 0 1 5 0 0 0 7 26 0.31 35899 1.98 19 0 1 6 0 0 1 6 26 0.35 35899 1.98

38 0 0 6 0 1 2 9 44 0.14 72874 1.65 42 0 1 10 0 0 1 13 53 0.25 72874 1.99 37 0 2 8 0 0 1 12 47 0.30 64874 1.98

21 0 2 3 0 0 1 8 26 0.35 70901 1.00 26 0 2 6 0 0 2 7 34 0.35 70901 1.31 18 0 1 8 0 0 0 6 27 0.41 70901 1.04

21 1 0 3 0 0 0 3 25 0.44 63374 1.08 19 0 1 11 0 3 0 5 31 0.45 63874 1.33 22 0 2 7 0 0 1 8 31 0.42 61374 1.38

44 0 5 12 0 0 2 17 61 0.44 55150 3.03 46 0 4 16 0 1 5 18 66 0.42 57650 3.14 45 0 2 7 1 2 2 12 55 0.40 57550 2.61

6 0 0 3 1 0 0 2 10 1.20 19919 1.38 4 0 0 2 0 0 1 1 6 0.33 19919 0.83 5 0 0 2 0 0 1 0 7 0.29 19919 0.96

2 0 0 0 0 0 0 1 2 0.00 20460 0.27 4 0 1 1 0 0 1 0 6 0.67 20460 0.80 2 0 0 1 0 0 0 1 3 0.33 20460 0.40

2 0 1 1 0 0 0 2 4 1.00 15204 0.72 3 0 1 0 1 0 0 0 5 2.40 15204 0.90 4 0 0 1 0 0 0 0 5 0.20 15204 0.90

0 0.00 0.00 0 0.00 0.00 8 0 0 2 0 0 2 2 10 0.20 15110 1.81

0 0.00 0.00 0 0.00 0.00 2 0 0 0 0 0 0 0 2 0.00 20928 0.26

3 0 0 0 0 0 1 2 3 0.00 21339 0.39 2 0 0 1 0 0 0 0 3 0.33 21339 0.39 0 2 0 1 1 1 0 0 4 6.50 21339 0.51

0 0 1 1 0 0 0 0 2 2.00 23423 0.23 0 0 0 1 0 0 0 0 1 1.00 23423 0.12 1 0 2 1 0 0 0 0 4 1.75 23973 0.46

0 0 0 0 0 0 0 0 0 0.00 20253 0.00 0 0 0 0 0 0 0 0 0 0.00 20253 0.00 0 0 0 0 0 0 0 0 0 0.00 20253 0.00

3 1 3 2 0 0 1 2 9 2.11 10300 2.39 1 0 3 0 1 1 2 1 5 3.60 10300 1.33 3 0 3 2 0 0 2 1 8 1.38 10300 2.12

8 0 3 5 0 0 5 3 16 0.88 11800 3.71 9 0 1 5 1 2 6 4 16 1.06 12350 3.55 9 1 0 2 0 0 2 2 12 0.83 13550 2.42

0 0.00 0.00 3 0 0 4 0 0 0 1 7 0.57 5200 3.69 5 0 2 3 0 0 2 0 10 0.90 5200 5.25

0 0.00 0.00 0 0.00 0.00 0 0 0 1 0 0 1 0 1 1.00 24314 0.11

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

1 0 0 0 0 0 0 0 1 0.00 8675 0.32 1 0 0 0 0 0 0 0 1 0.00 8675 0.32 0 0 0 0 0 0 0 0 0 0.00 8625 0.00

1 0 0 0 0 0 0 0 1 0.00 4680 0.59 0 0 1 1 0 0 1 0 2 2.00 4725 1.16 0 0 1 0 0 0 0 0 1 3.00 4825 0.57

2 3 0 1 0 0 0 0 6 4.17 8864 1.85 1 1 0 0 0 0 1 0 2 4.00 8864 0.62 0 0 0 1 0 0 1 0 1 1.00 8864 0.31

1 1 2 0 0 0 0 0 4 3.50 5018 2.18 4 0 3 1 0 0 2 0 8 1.25 5018 4.37 1 0 0 2 0 1 1 0 3 0.67 5018 1.63

4 0 1 5 1 0 2 0 11 1.55 10779 2.80 2 0 0 1 0 0 0 0 3 0.33 10779 0.76 3 0 0 1 0 0 0 0 4 0.25 10779 1.01

0 0 0 0 0 0 0 0 0 0.00 9529 0.00 3 0 0 1 0 0 0 1 4 0.25 9529 1.15 0 0 1 0 0 0 0 0 1 3.00 9537 0.29

5 0 2 1 0 0 0 1 8 0.88 17645 1.24 7 0 3 2 0 0 2 4 12 0.92 17714 1.86 4 0 2 3 1 0 2 1 10 1.80 17714 1.54

1 1 2 0 0 1 1 1 4 3.50 10250 1.07 3 0 0 1 0 2 3 0 4 0.25 10800 1.01 2 0 1 0 0 0 1 1 3 1.00 8650 0.95

1 0 1 1 0 0 0 0 3 1.33 8112 1.01 4 0 1 0 0 0 0 0 5 0.60 8112 1.69 4 0 1 0 0 0 0 1 5 0.60 8112 1.68

8 1 3 2 0 1 2 0 14 1.36 7649 5.01 4 0 1 1 0 0 2 0 6 0.67 7649 2.15 5 0 1 4 0 1 2 2 10 0.70 7649 3.57

4 0 0 2 1 0 2 1 7 1.57 15118 1.27 2 0 0 2 1 1 3 1 5 2.20 15684 0.87 3 0 1 2 1 0 0 1 7 2.00 15105 1.27

6 0 0 1 0 0 2 0 7 0.14 8706 2.20 2 0 0 0 1 0 0 0 3 3.00 8706 0.94 5 0 2 0 0 2 2 1 7 0.86 8706 2.20

3 0 1 0 0 0 0 0 4 0.75 2693 4.07 5 0 2 2 0 0 1 1 9 0.89 2693 9.16 0 0 2 2 1 0 0 1 5 3.40 2693 5.07

2 0 3 2 0 0 0 0 7 1.57 22150 0.87 5 0 2 4 1 0 0 0 12 1.58 22150 1.48 3 1 3 2 0 0 0 2 9 2.11 22150 1.11

1 0 3 2 0 0 0 0 6 1.83 5357 3.06

6 0 0 2 0 0 1 1 8 0.25 12850 1.71 3 0 1 2 0 0 0 0 6 0.83 12850 1.28 1 0 2 0 0 0 1 0 3 2.00 12850 0.64

4 0 1 4 0 0 0 0 9 0.78 4520 5.46 3 0 2 1 1 0 2 1 7 2.29 4530 4.23 4 1 0 2 0 0 2 1 7 1.43 5220 3.66

0.00 0.00

2006 Crashes 2007 Crashes 2008 Crashes
9 of 35
10 of 35

Property Total Severity Crash Property Total Severity Crash Property Total Severity Crash

Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

0.00

0.00 0.00 0 0.00 0.00

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

1 0 1 0 0 0 0 0 2 1.50 24000 0.46 1 0 0 0 0 0 0 0 1 0.00 24000 0.23 4 0 0 0 0 0 0 0 4 0.00 24000 0.91

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

21 1 4 15 3 4 4 6 44 1.41 31000 6.48 22 1 2 4 0 2 3 5 29 0.62 31000 4.27 28 1 2 15 1 6 2 17 47 0.81 31000 6.90

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

10 0 3 1 0 0 5 3 14 0.71 1977 3.35 8 1 3 2 2 0 5 2 16 2.31 1977 3.82 7 0 3 2 1 2 8 2 13 1.54 1977 3.10

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

0 0.00 0.00 65 3 18 15 4 8 35 19 105 1.23 36206 0.58 67 3 4 12 4 8 38 28 90 0.93 34824 0.52

2006 Crashes 2007 Crashes 2008 Crashes
11 of 35

Property Total Severity Crash Property Total Severity Crash Property Total Severity Crash

Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

38 0 1 5 0 1 2 6 44 0.18 53354 2.26 51 0 5 9 0 2 0 12 65 0.37 53354 3.34 44 0 1 6 0 1 0 11 51 0.18 53354 2.61

12 0 3 2 0 0 0 1 17 0.65 38650 1.21 21 0 1 2 1 0 0 3 25 0.56 38650 1.77 14 0 2 4 0 0 0 3 20 0.50 38650 1.41

50 0 2 11 0 1 1 9 63 0.27 40765 4.23 54 1 0 14 0 0 3 12 69 0.32 40765 4.64 53 0 2 9 0 0 4 12 64 0.23 40765 4.29

17 0 2 4 0 1 0 2 23 0.43 41720 1.51 18 0 2 7 0 1 1 6 27 0.48 41720 1.77 17 0 2 2 0 0 0 2 21 0.38 41720 1.38

2 0 1 2 0 0 3 0 5 1.00 15216 0.90 7 0 1 1 0 1 3 1 9 0.44 15216 1.62 5 1 1 1 2 1 2 0 10 3.00 15216 1.80

18 0 0 4 0 1 0 6 22 0.18 28050 2.15 16 0 2 3 0 0 0 7 21 0.43 28050 2.05 16 1 1 4 0 0 1 5 22 0.68 28050 2.14

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

2006 Crashes 2007 Crashes 2008 Crashes
12 of 35

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

47 0 3 12 0 4 0 9 62 0.34 49043 3.46 55 0 1 13 0 4 3 17 69 0.23 49043 3.85 31 0 4 11 0 2 0 12 46 0.50 49043 2.56

0 0.00 0 0.00 0.00 0 0.00 0.00

0 0.00 0 0.00 0.00 0 0.00 0.00

38 0 1 5 0 1 2 6 44 0.18 53354 2.26 51 0 5 9 0 2 0 12 65 0.37 53354 3.34 44 0 1 6 0 1 0 11 51 0.18 53354 2.61

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00
13 of 35
14 of 35

Property Total Severity Crash Property Total Severity Crash Property Total Severity Crash

Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate

Property Total Severity Crash Property Total Severity Crash Property Total Severity Crash

Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate

Property Total Severity Crash Property Total Severity Crash Property Total Severity Crash

Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

2006 Crashes 2007 Crashes 2008 Crashes

2006 Crashes 2007 Crashes 2008 Crashes

2006 Crashes 2007 Crashes 2008 Crashes
15 of 35

Property Total Severity Entering Crash Property Total Severity Entering Crash Property Total Severity Entering Crash

Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate

0 1 2 0 0 0 0 0 3 4.67 10211 0.80 1 0 3 1 1 0 0 1 6 3.17 13411 1.23 2 0 2 1 0 0 1 0 5 1.40 11688 1.17

6 0 9 6 0 0 6 3 21 1.57 12223 4.71 1 1 2 4 1 0 1 1 9 3.00 14419 1.71 1 1 4 10 0 1 0 4 16 1.88 14419 3.04

20 0 1 4 0 0 1 8 25 0.28 35899 1.91 15 0 2 3 0 0 1 3 20 0.45 36899 1.48 13 0 0 4 0 0 0 2 17 0.24 39399 1.18

35 0 0 9 0 0 1 12 44 0.20 58725 2.05 21 0 1 7 0 0 2 5 29 0.34 60725 1.31 19 0 1 6 0 1 1 4 26 0.35 62108 1.15

21 0 1 4 0 0 2 9 26 0.27 70901 1.00 16 0 0 6 0 0 1 6 22 0.27 70901 0.85 18 0 2 1 0 1 1 6 21 0.33 70901 0.81

15 0 2 2 1 0 0 6 20 0.85 59125 0.93 19 0 0 3 0 0 2 2 22 0.14 61175 0.99 17 0 2 3 0 1 0 6 22 0.41 55708 1.08

38 0 1 8 0 0 1 12 47 0.23 57000 2.26 53 0 3 8 1 1 2 16 65 0.40 58550 3.04 41 0 0 9 0 0 1 4 50 0.18 54150 2.53

4 1 0 1 1 0 0 1 7 2.57 19919 0.96 6 1 0 1 0 0 0 0 8 1.13 19919 1.10 2 0 0 2 0 1 0 0 4 0.50 33397 0.33

4 0 1 1 0 1 1 3 6 0.67 20452 0.80 3 0 1 1 0 0 1 0 5 0.80 19952 0.69 1 1 1 0 0 0 1 0 3 3.67 20152 0.41

0 0 1 0 0 0 1 0 1 3.00 15183 0.18 5 1 2 2 0 0 2 0 10 1.60 15183 1.80 2 2 1 1 0 0 3 0 6 3.33 13323 1.23

7 0 0 2 0 0 1 4 9 0.22 15102 1.63 5 0 0 0 0 0 0 1 5 0.00 15102 0.91 0 0 0 2 0 0 0 0 2 1.00 14229 0.39

1 1 1 1 0 0 1 1 4 3.00 19918 0.55 2 0 0 1 0 0 1 1 3 0.33 20916 0.39 4 0 1 1 0 0 0 1 6 0.67 19934 0.82

2 0 0 1 0 1 0 1 3 0.33 20340 0.40 1 0 0 1 0 0 0 1 2 0.50 17340 0.32 1 0 0 4 0 2 1 0 5 0.80 17333 0.79

1 0 2 2 0 0 0 0 5 1.60 21973 0.62 2 0 3 2 0 0 0 1 7 1.57 20473 0.94 2 0 0 1 1 0 0 2 4 2.50 20573 0.53

0 0 0 0 0 0 0 0 0 0.00 20253 0.00 0 0 0 0 0 0 0 0 0 0.00 20253 0.00 0 0 0 0 0 0 0 0 0 0.00 20253 0.00

1 0 3 6 0 0 1 1 10 1.50 10100 2.71 3 1 1 3 1 0 1 0 9 2.56 10250 2.41 3 0 4 1 0 0 1 1 8 1.63 9550 2.30

11 0 0 0 0 0 2 2 11 0.00 13450 2.24 4 0 2 3 0 3 2 3 9 1.00 14550 1.69 4 0 1 3 0 0 1 0 8 0.75 14550 1.51

1 1 2 1 0 0 0 0 5 3.00 5400 2.54 3 0 4 2 0 1 0 0 9 1.56 5700 4.33 5 2 4 5 0 1 0 0 16 2.06 5450 8.04

0 0 0 1 0 0 1 0 1 1.00 23314 0.12 1 0 2 1 0 0 1 0 4 1.75 23314 0.47 2 0 1 1 0 0 0 1 4 1.00 21314 0.51

2 0 0 0 0 0 1 0 2 0.00 23270 0.24 3 0 0 1 0 0 1 0 4 0.25 23270 0.47 2 0 0 0 0 1 1 0 2 0.00 20787 0.26

1 0 0 0 0 0 0 0 1 0.00 8531 0.32 0 0 0 0 0 0 0 0 0 0.00 8781 0.00 0 0 0 0 0 0 0 0 0 0.00 8783 0.00

1 0 0 2 1 1 1 1 4 2.75 4620 2.37 0 0 0 2 0 0 0 0 2 1.00 4660 1.18 0 0 2 1 0 1 1 0 3 2.33 4560 1.80

1 0 0 0 0 0 0 0 1 0.00 7955 0.34 1 0 1 1 0 0 2 1 3 1.33 8055 1.02 0 0 0 0 0 0 0 0 0 0.00 7185 0.00

0 0 2 0 1 0 0 0 3 5.00 4954 1.66 2 1 1 1 0 0 0 0 5 2.40 4809 2.85 1 0 0 0 0 0 0 0 1 0.00 4190 0.65

3 0 0 1 0 0 0 0 4 0.25 11908 0.92 4 0 0 1 0 0 3 1 5 0.20 10458 1.31 1 0 0 0 0 1 1 0 1 0.00 10808 0.25

0 0 0 0 0 0 0 0 0 0.00 10758 0.00 0 0 0 0 0 0 0 0 0 0.00 9408 0.00 0 0 0 0 0 0 0 0 0 0.00 9377 0.00

4 0 0 0 0 0 1 1 4 0.00 9700 1.13 3 0 0 0 0 0 0 0 3 0.00 9150 0.90 0 0 0 1 0 1 0 0 1 1.00 9200 0.30

4 0 1 0 0 0 1 1 5 0.60 10000 1.37 4 0 0 4 0 0 1 2 8 0.50 9450 2.32 3 0 0 2 0 0 0 1 5 0.40 9300 1.47

4 0 0 1 0 0 1 0 5 0.20 10738 1.28 4 0 0 2 0 0 0 1 6 0.33 10138 1.62 6 0 0 2 0 0 1 2 8 0.25 10071 2.18

9 1 0 2 0 0 3 2 12 0.83 16162 2.03 7 0 0 1 0 0 0 2 8 0.13 15715 1.39 9 0 1 4 1 0 3 6 15 1.07 16612 2.47

2 0 0 0 0 0 1 1 2 0.00 9450 0.58 1 0 0 0 0 1 1 0 1 0.00 9650 0.28 0 0 2 0 0 0 0 0 2 3.00 10250 0.53

1 0 0 1 0 0 1 1 2 0.50 8112 0.68 2 0 1 3 0 0 1 0 6 1.00 8112 2.03 0 0 1 1 0 0 0 1 2 2.00 8112 0.68

6 0 3 0 0 0 4 1 9 1.00 7649 3.22 9 0 0 2 0 0 0 1 11 0.18 7649 3.94 5 0 4 2 0 2 3 1 11 1.27 7649 3.94

0 0 0 1 0 0 0 0 1 1.00 10520 0.26 0 0 1 1 0 0 0 1 2 2.00 10620 0.52 0 0 1 0 1 0 1 0 2 6.00 10420 0.53

2 0 4 4 0 1 2 4 10 1.60 9950 2.75 3 0 4 4 1 0 5 1 12 2.08 9750 3.37 3 0 0 0 0 0 0 0 3 0.00 9550 0.86

4 0 1 1 0 0 2 0 6 0.67 15538 1.06 2 0 0 3 1 0 2 1 6 2.00 16088 1.02 3 0 3 0 0 0 3 0 6 1.50 16538 0.99

0 1 0 5 0 0 2 2 6 2.17 7761 2.12 6 0 2 1 0 0 1 1 9 0.78 7761 3.18 0 0 0 1 0 0 0 1 1 1.00 7761 0.35

5 0 0 2 0 0 0 2 7 0.29 2693 7.12 1 0 0 0 0 0 0 0 1 0.00 2693 1.02 0 0 0 0 0 0 0 0 0 0.00 2693 0.00

1 0 2 1 0 0 0 0 4 1.75 22150 0.49 5 0 0 0 0 0 0 0 5 0.00 23150 0.59 0 0 2 2 0 0 0 1 4 2.00 22600 0.48

2 2 2 0 0 0 0 2 6 3.67 5357 3.07 2 0 0 0 0 0 0 0 2 0.00 5357 1.02 0 0 1 0 0 0 1 0 1 3.00 5357 0.51

3 0 1 1 0 0 0 0 5 0.80 17750 0.77 4 0 1 1 0 1 0 1 6 0.67 17695 0.93

3 0 2 1 0 0 0 0 6 1.17 14150 1.16 2 0 0 0 0 0 0 0 2 0.00 14850 0.37 2 0 0 2 0 0 1 0 4 0.50 11600 0.94

8 0 1 1 0 0 1 1 10 0.40 5615 4.88 4 0 3 1 0 0 2 0 8 1.25 5725 3.83 2 0 1 0 0 0 1 0 3 1.00 5725 1.44

0.00 0 0 1 0 0 0 0 0 1 3.00 5250 0.52 1 0 0 0 0 0 0 0 1 0.00 7500 0.37

2009 Crashes 2010 Crashes 2011 Crashes
16 of 35
17 of 35

Property Total Severity Entering Crash Property Total Severity Entering Crash Property Total Severity Entering Crash

Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate

0 0.00 0.00 14 0 1 3 0 0 6 8 18 0.33 24090 0.12 10 0 3 6 1 3 10 4 20 1.20 22700 0.14

0 0.00 0.00 12 0 3 4 1 1 8 7 20 1.10 13200 0.14 10 0 1 5 3 1 6 6 19 1.84 13170 0.13

0 0.00 0.00 1 0 0 1 0 0 0 0 2 0.50 1769 0.46 2 0 0 1 0 0 3 2 3 0.33 1766 0.69

0 0.00 0.00 0 0 0 0 0 0 0 0 0 0.00 1300 0.00 0 0 0 0 0 0 0 0 0 0.00 1300 0.00

0 0.00 0.00 3 0 3 1 1 0 3 1 8 2.38 773 2.60 7 0 2 2 0 0 3 3 11 0.73 835 3.31

0 0.00 0.00 0 0 2 2 0 0 1 1 4 2.00 1100 1.92 3 0 1 2 0 0 2 0 6 0.83 1100 2.87

0 0.00 0.00 1 0 0 0 0 0 0 1 1 0.00 700 1.03 3 0 0 0 0 0 1 0 3 0.00 700 3.09

29 1 3 2 0 0 12 19 35 0.54 29700 0.58 35 0 2 5 0 3 15 20 42 0.26 28970 0.71

0 0.00 0.00 0 0 2 0 0 1 1 0 2 3.00 0.00 1 0 1 0 0 0 1 0 2 1.50 0.00

2 0 0 0 0 0 0 2 2 0.00 22000 0.50 4 0 0 1 0 1 3 5 5 0.20 22000 1.25 1 0 0 0 0 0 0 1 1 0.00 22000 0.25

3 0 0 3 0 0 0 1 6 0.50 26500 1.24 4 0 0 1 0 0 1 0 5 0.20 27000 1.01 1 0 0 1 0 0 0 2 2 0.50 27000 0.41

17 1 3 4 0 4 4 9 25 0.84 14300 5.99 11 0 3 3 0 0 2 4 17 0.71 14800 3.93 8 0 0 2 0 0 2 3 10 0.20 15500 2.21

13 0 1 3 1 1 2 5 18 0.83 31000 2.65 27 0 1 8 2 1 2 7 38 0.76 32000 5.42 15 0 2 6 0 3 3 3 23 0.52 30000 3.50

0 0.00 0.00 0 0 0 0 0 0 0 0 0 0.00 1100 0.00 2 0 2 1 0 0 1 4 5 1.40 1100 17.79

0 0.00 0.00 5 0 1 2 0 0 4 4 8 0.63 443 5.62 2 0 1 0 0 0 2 0 3 1.00 489 1.91

0 0.00 0.00 2 0 2 2 0 0 2 0 6 1.33 550 4.90 2 0 1 3 0 1 3 0 6 1.00 560 4.81

0 0.00 0.00 5 0 1 1 0 1 3 3 7 0.57 1700 2.26 0 0 3 0 0 1 1 2 3 3.00 1400 1.17

0 0.00 0.00 322 4 32 70 4 21 105 88 432 0.54 47430 0.84 264 5 34 69 4 14 86 87 376 0.66 46480 0.75

0 0.00 0.00 6 1 0 1 0 0 2 4 8 1.13 2730 5.02 2 0 1 0 0 0 0 2 3 1.00 2994 1.72

9 0 0 5 0 1 3 4 14 0.36 460 10.42 1 1 3 1 0 2 3 2 6 3.00 460 4.47 7 0 0 1 0 0 2 3 8 0.13 750 3.65

12 1 6 5 0 7 9 7 24 1.29 1305 3.97 8 0 2 9 0 2 8 1 19 0.79 1310 3.13 5 0 1 4 2 1 4 3 12 2.08 1305 1.98

7 0 2 0 0 0 3 1 9 0.67 2000 1.60 6 0 1 3 0 1 4 2 10 0.60 2200 1.62 9 0 1 5 0 3 7 5 15 0.53 2200 2.43

5 0 3 3 0 1 6 4 11 1.09 1085 3.56 6 0 0 4 0 0 1 6 10 0.40 1089 3.23 5 0 1 2 0 0 2 1 8 0.63 1015 2.77

0 0.00 0.00 8 0 3 2 0 0 5 1 13 0.85 1800 3.04 6 0 1 2 0 0 2 2 9 0.56 1800 2.11

0 0.00 0.00 1 0 2 0 0 0 0 0 3 2.00 850 2.42 1 0 0 0 0 0 0 1 1 0.00 1400 0.49

0 0.00 0.00 4 0 1 0 0 0 1 1 5 0.60 830 3.30 0 0 1 1 0 1 2 1 2 2.00 820 1.34

0 0.00 0.00 2 0 0 0 0 0 2 1 2 0.00 290 5.73 2 0 0 0 1 0 0 0 3 3.00 460 5.41

0 0.00 0.00 2 0 0 0 0 1 1 1 2 0.00 874 1.69 0 0 0 0 0 0 0 0 0 0.00 955 0.00

0 0.00 0.00 1 0 1 0 0 1 1 1 2 1.50 420 3.03 1 1 0 1 0 1 2 1 3 3.00 410 4.66

0 0.00 0.00 0 0 2 1 0 0 0 1 3 2.33 1100 2.20 0 0 0 0 0 0 0 0 0 0.00 1100 0.00

0 0.00 0.00 2 0 2 1 0 0 1 0 5 1.40 864 5.28 1 1 0 1 0 0 2 0 3 3.00 784 3.49

6 1 1 2 0 0 4 4 10 1.30 2400 1.97 9 0 1 1 0 0 3 7 11 0.36 2400 2.17 8 0 2 5 1 1 9 2 16 1.25 2700 2.80

0 0.00 0.00 10 0 4 7 1 1 5 1 22 1.27 2741 0.99 4 0 0 4 1 0 1 0 9 1.44 2609 0.43

0 0.00 0.00 24 2 2 3 0 2 6 5 31 0.81 4501 1.43 18 0 7 6 0 1 4 4 31 0.87 4116 1.56

50 2 10 19 1 7 21 36 82 0.90 35618 0.46 51 1 12 13 4 7 25 33 81 1.15 35029 0.47 52 0 8 8 2 4 21 24 70 0.71 35029 0.40

2009 Crashes 2010 Crashes 2011 Crashes
18 of 35

Property Total Severity Entering Crash Property Total Severity Entering Crash Property Total Severity Entering Crash

Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate

412 0 20 138 1 11 18 137 571 0.36 35040 5.38 389 2 22 136 0 17 17 75 549 0.40 34500 5.25 379 0 17 96 0 8 16 91 492 0.30 34860 4.66

40 0 2 14 0 1 0 13 56 0.36 45651 3.36 35 0 2 9 0 2 0 7 46 0.33 45651 2.76 33 0 1 8 0 0 1 7 42 0.26 45651 2.52

19 0 1 6 0 2 0 5 26 0.35 37850 1.88 15 0 0 5 0 0 0 3 20 0.25 38450 1.43 17 0 1 4 0 1 0 9 22 0.32 38500 1.57

45 0 1 9 0 1 2 10 55 0.22 40265 3.74 42 0 2 9 0 0 2 7 53 0.28 40765 3.56 45 0 0 5 0 0 1 9 50 0.10 41765 3.28

18 0 0 4 0 1 0 4 22 0.18 42958 1.40 19 0 3 5 0 0 3 1 27 0.52 42958 1.72 14 0 0 5 0 1 0 2 19 0.26 42458 1.23

5 0 2 1 0 0 0 2 8 0.88 17200 1.27 7 1 1 0 1 1 2 0 10 2.00 17900 1.53 4 0 0 2 0 0 0 4 6 0.33 13350 1.23

10 0 0 4 0 3 0 4 14 0.29 13000 4.21 7 0 1 6 0 0 0 4 14 0.64 14000 3.91

1 0 0 0 0 0 0 0 1 0.00 20225 0.14 1 0 0 3 0 0 0 1 4 0.75 20513 0.53

1 0 0 0 0 0 0 0 1 0.00 20225 0.14 0 0 0 0 0 0 0 0 0 0.00 20513 0.00

0 0 0 0 0 0 0 0 0 0.00 20225 0.00 0 0 0 0 0 0 0 2 0 0.00 20513 0.00

19 0 0 4 0 2 0 3 23 0.17 26650 2.36 14 0 0 5 0 2 0 4 19 0.26 26650 1.95 10 0 1 4 0 0 1 5 15 0.47 27350 1.50

0 0.00 0.00 302 0 17 113 2 19 37 86 434 0.42 24260 4.02 281 3 14 91 1 11 38 77 390 0.43 23920 3.66

9 0 0 1 0 0 1 2 10 0.10 26767 1.02 10 0 1 1 0 0 1 4 12 0.33 28267 1.16 9 0 1 3 0 0 0 5 13 0.46 27756 1.28

30 1 0 5 0 1 1 17 36 0.36 29986 3.29 31 0 0 9 0 0 3 15 40 0.23 30986 3.54 40 1 1 7 0 1 2 17 49 0.37 29441 4.56

6 0 1 3 0 2 0 1 10 0.60 31533 0.87 8 0 1 2 0 0 1 2 11 0.45 32533 0.93 8 0 0 4 0 1 0 2 12 0.33 30511 1.08

18 0 1 2 0 2 4 2 21 0.24 30986 1.86 23 0 1 6 0 4 2 5 30 0.30 29986 2.74 15 0 0 6 0 2 4 3 21 0.29 28941 1.99

18 0 3 4 1 0 3 5 26 0.85 37000 1.93 15 0 1 5 0 3 1 4 21 0.38 34500 1.67 13 0 0 4 0 0 1 4 17 0.24 33500 1.39

32 0 0 10 1 3 3 9 43 0.44 52500 2.24 34 0 1 11 0 2 4 5 46 0.30 49500 2.55 37 0 0 12 0 4 0 8 49 0.24 51500 2.61

21 0 2 5 0 0 2 2 28 0.39 32480 2.36 20 0 1 7 0 0 1 2 28 0.36 33085 2.32 24 0 0 5 0 2 3 7 29 0.17 35400 2.24

20 0 1 8 0 1 0 8 29 0.38 29486 2.69 40 0 1 9 0 0 2 10 50 0.24 29486 4.65 22 0 2 3 0 0 3 3 27 0.33 30441 2.43

19 0 1 8 0 0 1 7 28 0.39 31550 2.43 25 0 2 10 0 0 2 11 37 0.43 32700 3.10 19 0 0 9 0 0 0 5 28 0.32 31650 2.42

14 1 2 5 0 1 4 4 22 0.86 27950 2.16 20 0 0 7 0 2 3 2 27 0.26 28550 2.59 12 0 1 2 0 0 2 2 15 0.33 29450 1.40

7 0 1 4 0 0 0 2 12 0.58 26761 1.23 8 0 1 6 0 1 2 2 15 0.60 27261 1.51 11 0 0 4 0 0 0 0 15 0.27 27131 1.51

0 0 1 0 0 0 0 1 1 3.00 24211 0.11 1 0 0 0 0 0 0 0 1 0.00 24711 0.11 2 0 0 0 0 0 0 0 2 0.00 24711 0.22

10 0 1 0 0 0 0 2 11 0.27 21300 1.41 4 0 1 1 0 0 0 0 6 0.67 21900 0.75 7 0 0 7 0 0 1 3 14 0.50 21550 1.78

2 0 0 1 1 1 0 0 4 2.50 15445 0.71 5 0 0 1 0 0 0 0 6 0.17 16455 1.00 4 0 0 1 0 0 1 0 5 0.20 17050 0.80

116 0 4 27 0 3 8 29 147 0.27 19380 6.11 121 0 13 30 1 7 4 33 165 0.47 21570 6.16 146 1 2 31 0 5 4 32 180 0.25 21570 6.72

0 0 0 0 0 0 0 0 0 0.00 21450 0.00 1 0 0 1 0 0 0 0 2 0.50 24200 0.23 0 0 0 2 0 0 0 0 2 1.00 24200 0.23

14 0 1 2 0 1 0 2 17 0.29 30500 1.53 23 0 1 0 0 0 1 1 24 0.13 30050 2.19 23 0 0 4 0 2 0 4 27 0.15 30050 2.46

1 0 0 1 0 0 0 0 2 0.50 18515 0.30 2 0 0 0 0 0 0 0 2 0.00 21515 0.25 5 0 0 2 0 0 0 1 7 0.29 21515 0.89

1 0 0 4 0 0 0 4 5 0.80 19887 0.69 3 0 0 0 0 0 0 1 3 0.00 22887 0.36 1 0 0 0 0 0 0 0 1 0.00 22887 0.12

9 0 0 3 0 0 1 3 12 0.25 23698 1.39 12 0 0 0 0 0 0 1 12 0.00 26698 1.23 11 0 0 0 0 0 1 2 11 0.00 26698 1.13

17 0 1 3 0 1 2 3 21 0.29 23784 2.42 18 0 3 4 1 0 1 4 26 0.85 26784 2.66 22 0 0 4 0 0 0 3 26 0.15 26784 2.66

5 0 0 1 0 0 0 1 6 0.17 20251 0.81 8 0 0 1 0 0 0 2 9 0.11 23251 1.06 9 0 0 3 0 1 0 4 12 0.25 23251 1.41

3 0 1 0 0 0 0 2 4 0.75 19499 0.56 3 0 1 2 0 1 0 3 6 0.83 22499 0.73 5 0 0 0 0 0 0 1 5 0.00 22499 0.61

0 0 0 0 0 0 0 0 0 0.00 18000 0.00 1 0 0 0 0 0 0 1 1 0.00 21000 0.13 1 0 0 0 0 0 0 1 1 0.00 21000 0.13

7 0 0 2 0 0 0 3 9 0.22 24380 1.01 6 0 1 3 0 1 0 3 10 0.60 25930 1.06 9 0 0 4 0 0 0 1 13 0.31 25855 1.38

19 0 0 1 0 0 0 3 20 0.05 25200 2.17 29 0 1 2 0 2 0 4 32 0.16 25700 3.41 28 0 0 3 0 0 1 7 31 0.10 26200 3.24

0 0.00 0.00 43 0 0 4 0 0 1 10 47 0.09 13000 19.81 40 0 0 7 0 0 1 11 47 0.15 13000 19.81

10 0 0 1 0 0 0 3 11 0.09 14047 2.15 8 0 0 3 0 0 1 5 11 0.27 13816 2.18 9 0 0 0 0 0 1 2 9 0.00 13789 1.79

0 0.00 0.00 22 0 1 4 0 0 1 5 27 0.26 12500 5.92 17 0 1 5 0 0 2 4 23 0.35 13050 4.83

0 0.00 0.00 17 0 0 2 0 0 1 3 19 0.11 9600 5.42 9 0 0 1 0 0 1 4 10 0.10 9700 2.82

2009 Crashes 2010 Crashes 2011 Crashes
19 of 35

0 0.00 0.00 30 0 2 4 0 0 0 5 36 0.28 12000 13.70 20 0 0 9 1 0 0 6 30 0.60 12000 11.42

0 0.00 0.00 5 0 0 0 0 0 0 1 5 0.00 11330 1.21 1 0 0 0 0 0 0 0 1 0.00 11581 0.24

0 0.00 0.00 1 0 0 0 0 0 0 0 1 0.00 13550 0.20 1 0 0 1 0 0 0 0 2 0.50 13550 0.40

0 0.00 0.00 5 0 0 0 0 0 0 0 5 0.00 20100 0.68 4 0 0 1 0 0 0 0 5 0.20 20100 0.68

5 0 0 0 0 0 0 1 5 0.00 12100 1.13 8 0 0 0 0 0 0 2 8 0.00 12800 1.71 6 0 0 3 0 0 0 3 9 0.33 14450 1.71

0 0.00 0.00 85 1 5 29 0 1 21 9 120 0.43 39000 1.96 80 2 4 24 0 2 24 14 110 0.47 38000 1.84

12 1 2 1 0 0 1 3 16 0.94 27550 1.59 23 0 2 7 0 0 0 1 32 0.41 27050 3.24

5 0 0 2 0 0 1 0 7 0.29 39788 0.48 5 0 0 7 0 1 2 1 12 0.58 38738 0.85

13 0 1 2 0 0 2 1 16 0.31 39788 1.10 11 0 1 3 0 1 5 2 15 0.40 38738 1.06

6 0 0 1 0 0 2 1 7 0.14 25851 0.74 3 0 0 0 0 0 0 0 3 0.00 25531 0.32

25 0 1 13 0 1 3 3 39 0.41 40644 2.63 32 0 2 8 0 0 5 6 42 0.33 39613 2.90

13 0 2 3 0 1 4 2 18 0.50 39788 1.24 9 2 0 3 0 0 2 3 14 1.36 38738 0.99

15 0 0 6 0 0 5 2 21 0.29 46099 1.25 10 0 1 0 0 0 1 2 11 0.27 46079 0.65

0 0.00 0.00 108 2 6 36 0 2 1 14 152 0.46 25350 6.84 88 0 12 36 1 4 3 20 137 0.59 24340 6.43

8 0 0 4 0 0 1 3 12 0.33 15350 2.14 8 0 1 2 0 0 0 1 11 0.45 15850 1.90

21 0 0 7 0 1 0 3 28 0.25 33250 2.31 24 0 1 4 0 1 0 4 29 0.24 31900 2.49

14 0 0 6 0 1 0 1 20 0.30 30100 1.82 13 0 1 6 0 1 1 5 20 0.45 28600 1.92

19 1 0 7 0 0 0 4 27 0.56 26869 2.75 14 0 2 5 0 0 1 1 21 0.52 26834 2.14

0 0.00 0.00 0 0.00 0.00

0 0.00 0.00 0 0.00 0.00

12 0 0 6 0 1 0 4 18 0.33 25373 1.94 19 0 1 4 0 0 0 3 24 0.29 25873 2.54 9 0 1 5 1 1 0 2 16 1.06 25873 1.69

0 0.00 0.00 115 0 3 38 0 7 3 17 156 0.30 33500 25.52 96 0 4 29 0 3 3 26 129 0.32 36500 19.37

30 0 0 12 0 1 1 12 42 0.29 50966 2.26 37 0 0 10 0 2 0 4 47 0.21 50966 2.53 37 0 2 11 0 2 0 9 50 0.34 50966 2.69

0 0.00 0.00 41 0 1 14 0 4 2 10 56 0.30 44000 3.49 33 0 1 9 0 1 3 7 43 0.28 44000 2.68

0 0.00 0.00 33 0 0 15 0 1 1 5 48 0.31 40050 3.28 33 0 2 11 0 1 3 11 46 0.37 39650 3.18

40 0 2 14 0 1 0 13 56 0.36 45651 3.36 35 0 2 9 0 2 0 7 46 0.33 45651 2.76 33 0 1 8 0 0 1 7 42 0.26 45651 2.52

94 0 7 30 0 2 7 38 131 0.39 15535 7.22 78 1 7 29 0 2 4 21 115 0.50 16445 5.99 57 1 2 33 0 1 6 21 93 0.51 17750 4.49

1 0 0 0 0 1 0 0 1 0.00 10800 0.25 6 0 0 1 0 0 1 1 7 0.14 11400 1.68 3 0 0 1 0 0 0 1 4 0.25 12350 0.89

10 0 0 3 0 0 1 7 13 0.23 13307 2.68 7 0 0 1 0 0 1 1 8 0.13 14057 1.56 3 0 0 3 0 0 0 0 6 0.50 15619 1.05

5 0 0 1 0 0 0 1 6 0.17 11065 1.49 3 1 1 1 0 0 0 2 6 2.00 11615 1.42 2 0 0 3 0 1 0 2 5 0.60 19648 0.70

11 0 1 2 0 0 0 5 14 0.36 21557 1.78 12 0 1 4 0 0 0 5 17 0.41 22557 2.06 7 0 0 1 0 0 1 2 8 0.13 27869 0.79

8 0 0 3 0 0 0 5 11 0.27 21557 1.40 5 0 1 5 0 2 0 2 11 0.73 22607 1.33 11 1 0 1 0 0 0 0 13 0.69 24669 1.44

11 0 0 1 0 0 0 4 12 0.08 19765 1.66 6 0 1 7 0 1 0 1 14 0.71 20765 1.85 6 0 0 2 0 0 2 2 8 0.25 22848 0.96

9 0 1 2 0 0 1 4 12 0.42 18100 1.82 1 0 0 1 0 0 0 1 2 0.50 18950 0.29 4 0 0 2 0 0 0 1 6 0.33 18450 0.89

7 0 0 2 0 0 2 3 9 0.22 17307 1.42 3 0 0 4 0 0 0 0 7 0.57 18357 1.04 6 0 0 4 0 0 0 0 10 0.40 17919 1.53

6 0 0 5 0 0 1 3 11 0.45 17750 1.70 8 0 0 2 0 0 0 2 10 0.20 18800 1.46 2 0 0 1 0 0 0 3 3 0.33 18300 0.45

2 0 0 2 0 0 2 3 4 0.50 15308 0.72 1 0 1 0 0 0 0 0 2 1.50 16307 0.34 1 0 0 1 0 0 1 0 2 0.50 15869 0.35
20 of 35
21 of 35

Property Total Severity Entering Crash Property Total Severity Entering Crash Property Total Severity Entering Crash

Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate

0 0.00 0.00 0 0.00 0.00

Property Total Severity Entering Crash Property Total Severity Entering Crash Property Total Severity Entering Crash

Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate

71 3 17 13 0 4 36 12 104 0.85 13822 0.34 65 1 6 11 1 4 37 12 84 0.55 13651 0.27

Property Total Severity Entering Crash Property Total Severity Entering Crash Property Total Severity Entering Crash

Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

2010 Crashes 2011 Crashes

2009 Crashes 2010 Crashes 2011 Crashes

2009 Crashes

2009 Crashes 2010 Crashes 2011 Crashes
22 of 35

Property Total Severity Entering Crash Property Total Severity Entering Crash Property Total Severity Entering Crash

Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate

1 0 3 0 1 0 0 0 5 3.60 12671 1.08 4 0 1 1 0 0 3 1 6 0.67 12721 1.29 2 0 0 2 2 0 1 2 6 3.33 12864 1.28

2 0 1 5 0 0 1 0 8 1.00 15985 1.37 2 0 1 2 0 2 0 1 5 1.00 15985 0.86 2 0 1 1 0 0 0 0 4 1.00 16135 0.68

8 0 0 2 0 0 0 1 10 0.20 40640 0.67 16 0 1 1 0 1 0 4 18 0.22 40516 1.22 23 0 1 2 0 0 2 5 26 0.19 41496 1.72

29 0 1 7 0 0 1 10 37 0.27 62560 1.62 43 0 0 6 0 0 1 12 49 0.12 62616 2.14 37 0 1 8 0 0 1 7 46 0.24 62596 2.01

15 0 0 2 0 0 0 4 17 0.12 70901 0.66 23 0 0 4 0 1 1 11 27 0.15 57846 1.28 16 0 0 4 0 0 1 5 20 0.20 59846 0.92

28 0 2 4 0 0 0 7 34 0.29 63080 1.48 25 0 1 5 0 0 1 5 31 0.26 58457 1.45 20 0 0 5 0 0 0 3 25 0.20 59948 1.14

56 0 0 10 0 1 2 6 66 0.15 54650 3.31 39 0 0 13 0 1 4 11 52 0.25 59650 2.39 50 0 3 7 0 0 0 13 60 0.27 60800 2.70

1 0 0 3 0 1 1 1 4 0.75 33397 0.33 9 0 0 6 0 0 0 4 15 0.40 29417 1.40 12 0 0 6 0 0 1 4 18 0.33 26417 1.87

3 0 1 1 0 0 1 1 5 0.80 20269 0.68 9 0 1 1 0 0 2 4 11 0.36 19268 1.56 4 0 1 1 0 0 1 2 6 0.67 20238 0.81

2 2 1 1 0 0 3 0 6 3.33 15675 1.05 3 0 0 4 0 0 0 1 7 0.57 16500 1.16 7 0 1 0 1 0 0 0 9 1.33 17500 1.41

1 0 0 2 0 0 1 0 3 0.67 14719 0.56 4 0 0 2 0 0 0 0 6 0.33 14718 1.12 5 0 1 4 0 0 0 1 10 0.70 15786 1.74

1 0 0 0 0 0 1 1 1 0.00 19929 0.14 3 0 1 2 0 0 0 2 6 0.83 19878 0.83 2 0 0 0 0 0 0 1 2 0.00 20325 0.27

4 0 1 0 0 0 0 2 5 0.60 17328 0.79 0 0 0 1 0 0 0 0 1 1.00 19334 0.14 0 0 0 1 0 0 0 0 1 1.00 19969 0.14

1 0 1 2 0 0 0 0 4 1.25 21073 0.52 1 1 1 4 0 0 0 2 7 2.14 22573 0.85 1 0 1 3 0 0 1 0 5 1.20 22443 0.61

0 0 0 0 0 0 0 0 0 0.00 20253 0.00 0 0 0 0 0 0 0 0 0 0.00 20253 0.00 1 0 0 1 0 0 0 0 2 0.50 20253 0.27

6 1 1 1 1 0 0 1 10 2.10 9750 2.81 2 0 1 2 1 0 1 0 6 2.33 9000 1.83 7 0 0 1 1 0 1 1 9 1.11 9800 2.52

6 1 2 4 0 0 1 3 13 1.38 14600 2.44 7 0 0 0 0 0 0 1

7 0.00

14250

1.35

9 0 1 0 0 0 0 3

10 0.30

13800

1.99

1 0 1 5 0 0 0 1 7 1.14 5450 3.52 4 0 3 6 1 0 2 1 14 1.71 5450 7.04 4 0 3 3 1 1 0 0 11 1.91 5600 5.38

2 0 1 1 0 0 0 0 4 1.00 22314 0.49 4 0 1 2 1 0 2 2 8 1.75 22314 0.98 2 0 0 1 0 1 1 1 3 0.33 21814 0.38

2 0 0 0 0 0 1 1 2 0.00 21802 0.25 1 0 1 0 0 0 1 1 2 1.50 21802 0.25 1 0 1 1 0 0 0 1 3 1.33 21345 0.39

0 0 0 1 0 0 0 1 1 1.00 7681 0.36 0 0 0 0 0 0 0 0 0 0.00 7681 0.00 0 0 0 0 0 0 0 0 0 0.00 7779 0.00

0 0 0 0 2 0 0 0 2 9.00 4160 1.32 1 0 1 0 0 0 0 1 2 1.50 4125 1.33 1 0 0 1 0 0 0 0 2 0.50 4180 1.31

0 0 0 0 0 0 0 0 0 0.00 7185 0.00 1 0 1 0 0 0 0 1 2 1.50 8445 0.65 2 0 1 1 0 0 1 0 4 1.00 8390 1.31

1 0 0 0 0 0 0 0 1 0.00 4190 0.65 1 0 1 0 0 0 1 0 2 1.50 5366 1.02 0 0 0 0 0 0 0 0 0 0.00 5366 0.00

4 0 0 0 0 0 0 0 4 0.00 9144 1.20 6 0 0 0 0 0 2 0 6 0.00 9200 1.79 7 0 0 1 0 0 1 2 8 0.13 10336 2.12

2 0 0 0 0 0 0 0 2 0.00 7823 0.70 0 0 1 1 0 0 0 1 2 2.00 7871 0.70 0 0 0 0 0 0 0 0 0 0.00 7998 0.00

3 0 0 2 0 0 0 1 5 0.40 9200 1.49 4 0 1 2 0 0 2 2 7 0.71 9450 2.03 5 0 0 0 0 0 0 0 5 0.00 9450 1.45

4 0 0 3 0 0 1 0 7 0.43 9300 2.06 5 0 1 1 0 0 0 1 7 0.57 9550 2.01 7 0 1 3 0 0 2 2 11 0.55 9950 3.03

12 0 0 1 0 0 1 1 13 0.08 9993 3.56 11 0 1 2 0 0 1 1 14 0.36 10199 3.76 8 0 0 5 0 0 0 0 13 0.38 10112 3.52

4 0 2 1 0 0 2 2 7 1.00 16600 1.16 4 0 0 3 1 0 1 1 8 1.50 16095 1.36 5 0 0 6 0 0 0 4 11 0.55 16246 1.86

0 0 1 1 0 0 2 0 2 2.00 9650 0.57 5 1 2 0 0 2 5 1 8 1.75 9650 2.27 2 0 1 0 0 1 1 1 3 1.00 9750 0.84

0 0 2 0 1 0 0 1 3 5.00 12105 0.68 0 0 0 1 0 0 0 1 1 1.00 12105 0.23 3 0 0 0 0 0 1 1 3 0.00 12540 0.66

4 0 3 2 0 0 3 2 9 1.22 7555 3.26 4 0 1 2 0 0 1 1 7 0.71 7555 2.54 1 0 1 3 0 0 0 1 5 1.20 7990 1.71

0 0 2 0 0 0 0 0 2 3.00 10520 0.52 3 0 0 0 0 0 0 0 3 0.00 10520 0.78 2 0 1 0 0 0 0 0 3 1.00 10720 0.77

2 0 4 1 0 0 0 0 7 1.86 12350 1.55 2 1 2 1 0 1 1 1 6 2.50 11850 1.39 4 0 3 1 0 1 3 1 8 1.25 12055 1.82

1 0 2 3 0 0 2 1 6 1.50 14555 1.13 4 0 1 1 1 0 3 0 7 1.86 14555 1.32 1 1 1 0 0 0 1 0 3 3.67 15105 0.54

0 0 2 3 0 1 1 1 5 1.80 7761 1.77 0 0 0 1 0 0 0 1 1 1.00 10434 0.26 1 0 0 0 0 0 0 1 1 0.00 10334 0.27

1 0 0 0 0 0 0 0 1 0.00 4274 0.64 0 0 0 2 0 0 0 0 2 1.00 4275 1.28 0 0 0 0 0 0 0 0 0 0.00 4915 0.00

0 0 1 0 0 0 1 0 1 3.00 24100 0.11 0 0 0 0 0 0 0 0 0 0.00 24600 0.00 2 0 0 0 0 0 1 0 2 0.00 25350 0.22

0 0 1 1 0 1 1 0 2 2.00 5357 1.02 2 0 2 0 1 0 0 0 5 3.00 5357 2.56 0 0 0 2 0 0 0 1 2 1.00 6005 0.91

3 0 2 0 0 0 0 0 5 1.20 13395 1.02 4 0 0 1 0 0 0 3 5 0.20 13500 1.01 3 0 0 6 0 0 0 1 9 0.67 14000 1.76

3 0 0 2 1 0 0 0 6 1.83 10900 1.51 4 0 0 2 0 0 0 1 6 0.33 10950 1.50 4 0 0 0 0 0 0 0 4 0.00 12900 0.85

1 0 1 1 1 0 0 0 4 3.25 4425 2.48 3 0 0 0 0 0 1 3 3 0.00 4425 1.86 4 0 0 3 1 0 0 0 8 1.50 4495 4.88

1 0 0 0 0 0 0 1 1 0.00 7600 0.36 0 0 0 0 0 0 0 0 0 0.00 7650 0.00 0 0 0 0 0 0 0 0 0 0.00 7450 0.00

2012 Crashes 2013 Crashes 2014 Crashes
23 of 35
24 of 35

Property Total Severity Entering Crash Property Total Severity Entering Crash Property Total Severity Entering Crash

Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate

7 1 6 4 0 1 8 6 18 1.67 22860 0.13 15 0 3 1 0 4 5 9 19 0.53 22860 0.13 10 0 2 5 0 0 6 8 17 0.65 23950 0.11

13 0 1 1 0 0 6 11 15 0.27 13350 0.10 7 0 1 4 1 0 2 7 13 1.23 13350 0.09 8 0 2 4 1 0 4 10 15 1.27 13710 0.10

0 0 0 1 0 0 1 0 1 1.00 1684 0.24 0 0 0 1 0 0 0 0 1 1.00 1597 0.26 0 0 0 0 0 0 0 0 0 0.00 1585 0.00

0 0 0 0 0 0 0 0 0 0.00 1100 0.00 0 0 0 0 0 0 0 0 0 0.00 1100 0.00 0 0 1 1 0 0 1 0 2 2.00 1100 2.77

7 0 3 2 0 0 5 5 12 0.92 835 3.61 6 1 0 1 0 0 4 0 8 1.13 762 2.64 4 0 3 0 0 1 1 4 7 1.29 643 2.74

1 0 2 0 0 0 2 0 3 2.00 1200 1.32 1 0 0 2 0 0 0 0 3 0.67 1200 1.32 2 0 1 1 0 1 1 1 4 1.00 1200 1.76

0 0 1 0 0 0 1 1 1 3.00 700 1.03 0 0 0 0 0 0 0 0 0 0.00 720 0.00 4 0 2 0 0 1 1 2 6 1.00 730 5.93

29 1 3 4 0 1 11 17 37 0.57 29450 0.61 54 1 6 11 1 0 24 56 73 0.63 29660 1.20 64 0 4 10 0 2 28 42 78 0.28 29870 1.28

1 0 0 2 1 0 0 0 4 2.75 0.00 4 0 1 2 0 1 1 1 7 0.71 0.00 3 0 0 0 0 0 1 0 3 0.00 0.00

0 0 0 0 0 0 0 0 0 0.00 22000 0.00 0 0 0 0 0 0 0 0 0 0.00 22000 0.00 0 0 0 0 0 0 0 0 0 0.00 22000 0.00

1 0 0 0 0 0 0 0 1 0.00 24000 0.23 3 0 0 2 0 0 1 1 5 0.40 24000 1.14 0 0 0 1 0 0 1 1 1 1.00 24500 0.22

15 0 0 3 0 0 1 9 18 0.17 15600 3.95 13 0 3 4 0 0 3 4 20 0.65 15800 4.34 8 0 1 3 0 0 1 5 12 0.50 15900 2.58

10 0 4 8 0 2 2 3 22 0.91 30000 3.35 23 0 1 16 0 2 1 7 40 0.48 31000 5.89 23 0 2 2 0 1 2 1 27 0.30 32000 3.85

1 0 0 0 0 0 1 0 1 0.00 1100 3.56 2 0 0 0 0 0 2 2 2 0.00 1000 7.83 2 0 0 1 0 1 1 2 3 0.33 1000 11.74

2 0 0 0 0 1 2 1 2 0.00 489 1.27 1 1 1 2 0 1 3 2 5 2.60 489 3.18 2 0 0 0 1 1 0 0 3 3.00 487 1.92

1 0 0 0 0 0 0 0 1 0.00 560 0.80 1 0 0 1 0 0 1 0 2 0.50 560 1.60 4 0 1 1 0 0 4 2 6 0.67 540 4.99

2 1 2 2 0 0 0 0 7 2.29 1400 2.74 1 0 0 1 0 0 0 1 2 0.50 1400 0.78 1 0 0 3 1 0 3 0 5 2.40 1600 1.71

284 4 30 66 2 19 76 70 386 0.53 47220 0.76 377 5 36 83 1 26 118 136 502 0.48 47260 0.98 340 0 33 103 7 21 131 123 483 0.55 47720 0.94

3 0 0 1 0 1 0 3 4 0.25 3007 2.28 7 0 1 0 0 0 3 4 8 0.38 3007 4.56 14 0 0 2 0 0 2 12 16 0.13 3095 8.85

4 1 1 2 0 2 3 0 8 1.63 750 3.65 6 0 1 3 1 1 3 6 11 1.36 750 5.02 2 1 2 1 0 1 2 2 6 2.50 660 3.11

6 1 2 4 0 2 5 3 13 1.38 1259 2.23 12 0 1 6 0 3 10 8 19 0.47 1259 3.26 10 0 0 2 2 0 2 4 14 1.43 1265 2.39

9 0 0 2 2 1 8 5 13 1.54 2200 2.10 4 0 1 4 0 2 5 2 9 0.78 2200 1.46 13 0 0 4 0 3 9 4 17 0.24 2200 2.75

3 0 0 4 0 0 2 4 7 0.57 1028 2.39 6 0 0 3 0 0 6 5 9 0.33 1028 3.08 8 0 0 2 0 2 3 2 10 0.20 980 3.58

4 1 1 1 0 1 3 4 7 1.71 2000 1.48 5 0 1 0 0 0 1 3 6 0.50 2000 1.26 4 1 0 0 0 0 0 0 5 1.60 2100 1.00

0 0 2 1 0 0 1 1 3 2.33 1400 1.47 3 0 0 1 1 1 3 0 5 2.00 1400 2.45 2 0 0 1 0 1 1 0 3 0.33 1400 1.47

3 0 0 1 0 0 0 1 4 0.25 820 2.67 3 0 1 0 0 0 1 0 4 0.75 990 2.21 2 0 0 2 1 1 1 0 5 2.20 1000 2.74

2 0 0 0 0 0 1 0 2 0.00 460 3.61 4 0 1 2 0 2 3 2 7 0.71 460 12.63 3 0 0 0 0 1 2 0 3 0.00 560 4.45

0 0 0 0 0 0 0 0 0 0.00 955 0.00 0 0 0 0 1 0 0 0 1 9.00 955 0.78 1 0 1 0 0 0 1 2 2 1.50 986 1.50

1 0 0 1 1 0 1 0 3 3.33 410 4.66 2 0 2 2 0 1 1 3 6 1.33 380 10.06 0 1 0 1 0 1 1 1 2 4.50 390 3.27

3 0 1 0 0 0 1 0 4 0.75 1100 2.93 1 0 0 1 0 0 1 1 2 0.50 1100 1.47 0 0 1 0 0 0 0 0 1 3.00 930 0.87

1 0 2 3 0 0 1 0 6 1.50 751 7.30 0 0 3 1 0 0 1 2 4 2.50 759 4.81 3 0 0 0 0 0 1 0 3 0.00 759 3.61

8 0 3 6 0 0 6 9 17 0.88 2700 2.97 9 1 0 1 1 0 6 4 12 1.50 2700 2.10 8 0 1 1 0 1 2 5 10 0.40 2200 2.15

7 1 3 2 1 0 2 5 14 2.00 2687 0.64 5 0 3 1 1 0 2 3 10 1.90 2457 0.50 7 0 2 3 2 0 5 0 14 1.93 2349 0.74

19 0 2 6 2 3 7 10 29 1.03 4111 1.46 20 1 3 4 1 1 8 6 29 1.03 4111 1.46 14 2 4 7 0 2 7 2 27 1.30 4307 1.30

38 2 7 5 1 4 14 20 53 0.96 35824 0.30 52 3 11 9 2 3 21 25 77 1.09 35824 0.43 48 1 6 12 0 5 21 23 67 0.57 36618 0.37

2012 Crashes 2013 Crashes 2014 Crashes
25 of 35

Property Total Severity Entering Crash Property Total Severity Entering Crash Property Total Severity Entering Crash

Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate

447 0 12 127 1 11 20 116 587 0.29 35100 5.52 461 0 12 135 0 9 18 137 608 0.28 35600 5.64 460 0 26 191 1 8 23 116 678 0.41 36140 6.19

58 0 1 9 0 2 3 5 68 0.18 45610 4.08 47 0 1 5 0 0 1 9 53 0.15 45655 3.18 47 0 1 14 0 0 1 11 62 0.27 48133 3.53

15 0 0 4 0 0 2 5 19 0.21 38450 1.35 16 0 0 5 0 0 2 6 21 0.24 38450 1.50 23 0 0 13 0 0 1 6 36 0.36 39450 2.50

40 0 1 11 0 2 3 8 52 0.27 45050 3.16 45 0 0 12 0 0 0 11 57 0.21 45050 3.47 43 0 2 15 0 2 3 12 60 0.35 46100 3.57

20 0 0 7 0 1 0 6 27 0.26 42002 1.76 19 0 1 6 0 1 2 5 26 0.35 43525 1.64 36 0 3 10 1 0 3 11 50 0.56 43614 3.14

8 0 1 0 0 0 3 2 9 0.33 17850 1.38 7 0 0 4 0 0 2 2 11 0.36 18600 1.62 6 0 0 2 0 0 0 0 8 0.25 19150 1.14

9 0 4 5 0 2 0 5 18 0.94 14000 5.03 11 0 0 5 0 3 0 5 16 0.31 14000 4.47 17 0 1 5 0 1 0 4 23 0.35 14000 6.43

1 0 0 0 0 0 0 0 1 0.00 21007 0.13 0 0 0 0 0 0 0 0 0 0.00 20999 0.00 0 0 0 0 0 0 0 0 0 0.00 21012 0.00

0 0 0 0 0 0 0 0 0 0.00 21007 0.00 2 0 0 0 0 1 0 1 2 0.00 20999 0.26 0 0 0 0 0 0 0 0 0 0.00 21012 0.00

2 0 0 0 0 0 0 1 2 0.00 21007 0.26 1 0 0 0 0 0 0 1 1 0.00 20999 0.13 0 0 0 0 0 0 0 0 0 0.00 21012 0.00

9 0 3 7 0 0 0 5 19 0.84 27450 1.90 15 0 0 7 0 1 1 5 22 0.32 27250 2.21 21 0 1 7 0 1 2 4 29 0.34 27300 2.91

281 1 30 110 2 10 35 100 424 0.53 24300 3.92 309 0 21 107 2 16 51 99 439 0.43 24420 4.04 297 2 35 104 1 18 40 89 439 0.53 24730 3.99

13 1 1 3 0 0 0 2 18 0.78 29748 1.66 6 0 1 2 0 0 3 3 9 0.56 28246 0.87 18 0 0 4 0 1 3 4 22 0.18 32509 1.85

31 0 5 13 0 0 2 14 49 0.57 31395 4.28 34 0 1 9 1 3 2 12 45 0.47 31870 3.87 36 0 2 8 0 0 2 17 46 0.30 32509 3.88

7 0 1 2 0 2 2 4 10 0.50 30496 0.90 11 0 0 4 0 1 0 2 15 0.27 31491 1.31 6 0 0 3 0 0 0 0 9 0.33 32509 0.76

9 0 0 5 0 1 0 2 14 0.36 26895 1.43 15 0 1 11 0 1 1 4 27 0.52 27370 2.70 16 0 2 0 0 0 2 1 18 0.33 32509 1.52

17 0 0 6 0 1 1 4 23 0.26 31500 2.00 13 1 2 4 0 1 2 5 20 0.90 32500 1.69 14 0 0 5 0 0 0 6 19 0.26 32509 1.60

46 0 2 6 0 1 0 3 54 0.22 50000 2.96 40 0 1 8 0 0 3 8 49 0.22 50500 2.66 57 0 0 11 0 2 1 13 68 0.16 32509 5.73

23 0 1 11 0 0 1 5 35 0.40 34500 2.78 24 0 1 7 0 2 1 7 32 0.31 35000 2.50 22 0 0 10 0 0 1 7 32 0.31 32509 2.70

32 0 1 6 0 0 0 6 39 0.23 30395 3.52 45 0 2 3 0 0 1 11 50 0.18 30370 4.51 22 0 0 6 0 1 0 7 28 0.21 32509 2.36

19 0 0 10 0 1 0 7 29 0.34 32650 2.43 27 0 0 6 1 0 0 12 34 0.44 32650 2.85 20 0 3 14 0 1 2 9 37 0.62 32509 3.12

11 0 2 7 1 2 2 4 21 1.05 29450 1.95 11 0 2 8 0 1 1 1 21 0.67 29450 1.95 15 0 2 6 0 0 0 6 23 0.52 32509 1.94

12 0 0 2 0 0 1 5 14 0.14 26982 1.42 11 0 0 3 0 0 2 3 14 0.21 26941 1.42 10 0 2 4 0 2 0 1 16 0.63 32509 1.35

0 0 0 0 0 0 0 0 0 0.00 24711 0.00 3 0 0 4 0 0 1 0 7 0.57 24711 0.78 6 0 2 1 0 0 0 1 9 0.78 32509 0.76

8 0 1 2 0 0 1 4 11 0.45 21050 1.43 4 0 1 3 0 0 2 0 8 0.75 21050 1.04 5 0 5 6 0 2 3 4 16 1.31 32509 1.35

7 0 1 0 0 0 0 1 8 0.38 17050 1.29 1 0 0 3 0 0 1 1 4 0.75 17050 0.64 7 0 0 2 0 0 1 3 9 0.22 32509 0.76

123 0 5 28 0 10 6 21 156 0.28 21310 5.90 138 0 2 27 0 4 6 32 167 0.20 20580 6.54 115 0 6 31 0 2 3 30 152 0.32 20840 5.88

6 0 0 1 0 0 0 3 7 0.14 24200 0.79 3 0 0 1 0 0 1 1 4 0.25 23100 0.47 4 0 1 0 0 1 1 1 5 0.60 18100 0.76

20 0 1 3 0 2 0 5 24 0.25 29150 2.26 14 0 0 1 0 0 0 5 15 0.07 29650 1.39 32 0 0 7 0 1 1 6 39 0.18 24650 4.33

1 0 0 0 0 0 0 0 1 0.00 20515 0.13 4 0 0 0 0 0 0 2 4 0.00 20515 0.53 3 0 0 4 0 0 0 3 7 0.57 20515 0.93

6 0 1 1 0 0 2 1 8 0.50 22887 0.96 5 0 0 0 0 0 0 0 5 0.00 21887 0.63 4 0 0 0 0 0 0 0 4 0.00 21887 0.50

6 0 1 2 0 0 1 1 9 0.56 26698 0.92 14 0 0 3 0 0 0 3 17 0.18 25698 1.81 7 0 0 5 0 0 1 1 12 0.42 25698 1.28

13 0 1 4 0 0 0 1 18 0.39 26784 1.84 13 0 0 5 0 0 1 4 18 0.28 25784 1.91 17 0 1 4 0 0 1 2 22 0.32 25784 2.34

8 0 0 1 0 0 0 0 9 0.11 23251 1.06 8 0 0 0 0 0 0 2 8 0.00 22251 0.99 5 0 0 1 0 0 0 2 6 0.17 22251 0.74

3 0 0 1 0 1 0 1 4 0.25 22499 0.49 6 0 0 0 0 0 0 2 6 0.00 21499 0.76 3 0 0 2 0 0 0 1 5 0.40 21499 0.64

2 0 0 0 0 0 0 1 2 0.00 21000 0.26 0 0 0 0 0 0 0 0 0 0.00 20000 0.00 0 0 0 0 0 0 0 0 0 0.00 20000 0.00

6 0 0 2 0 0 0 3 8 0.25 25226 0.87 9 0 0 3 0 1 0 2 12 0.25 24720 1.33 3 0 0 0 0 0 0 0 3 0.00 25243 0.33

14 0 0 2 0 1 1 5 16 0.13 25700 1.71 29 0 0 3 0 1 1 1 32 0.09 25700 3.41 14 0 1 2 0 0 0 3 17 0.29 26050 1.79

48 0 4 8 0 1 3 11 60 0.33 13000 25.29 38 0 1 6 0 0 1 10 45 0.20 16000 15.41 48 0 0 11 0 0 0 10 59 0.19 16000 20.21

12 0 0 2 0 0 1 2 14 0.14 16802 2.28 22 0 1 4 0 0 1 5 27 0.26 12500 5.92 9 0 0 1 0 0 0 3 10 0.10 16799 1.63

16 0 1 1 0 0 3 2 18 0.22 13050 3.78 15 0 1 4 0 0 1 10 20 0.35 14700 3.73 19 0 0 7 0 1 3 7 26 0.27 14350 4.96

13 0 1 4 0 0 0 4 18 0.39 9700 5.08 11 0 0 1 0 0 0 1 12 0.08 11350 2.90 15 0 0 2 0 0 1 2 17 0.12 11300 4.12

2012 Crashes 2013 Crashes 2014 Crashes
26 of 35

20 0 0 6 0 0 1 4 26 0.23 12000 9.89 14 0 1 6 0 2 0 2 21 0.43 11000 8.72 18 1 1 5 0 0 0 8 25 0.64 11000 10.38

4 0 0 1 0 0 0 1 5 0.20 11581 1.18 3 0 1 2 0 1 0 0 6 0.83 11565 1.42 3 0 0 1 0 0 0 0 4 0.25 11559 0.95

0 0 0 0 0 0 0 0 0 0.00 13550 0.00 0 0 0 0 0 0 0 0 0 0.00 13150 0.00 0 0 0 0 0 0 0 0 0 0.00 13150 0.00

5 0 0 1 0 0 0 0 6 0.17 20100 0.82 5 0 0 1 0 0 2 2 6 0.17 18650 0.88 6 1 0 0 0 0 0 3 7 1.14 18650 1.03

5 0 0 2 0 0 0 2 7 0.29 14450 1.33 5 0 0 1 0 0 0 1 6 0.17 14000 1.17 4 0 0 2 0 0 0 1 6 0.33 14050 1.17

73 0 10 21 0 2 9 14 104 0.49 37000 1.79 93 0 12 18 0 1 11 18 123 0.44 37000 2.12 94 1 14 25 1 3 26 22 135 0.62 37000 2.32

19 0 0 2 0 0 0 1 21 0.10 26750 2.15 16 0 6 6 0 0 4 3 28 0.86 27450 2.79 26 0 4 5 0 0 4 4 35 0.49 27950 3.43

5 0 0 0 0 0 0 1 5 0.00 37726 0.36 4 0 2 4 0 0 1 1 10 1.00 37769 0.73 5 0 1 2 0 1 1 1 8 0.63 37936 0.58

14 0 1 3 0 0 2 4 18 0.33 37726 1.31 9 0 2 1 0 1 2 2 12 0.58 37769 0.87 23 0 2 6 0 0 8 5 31 0.39 37936 2.24

3 0 0 1 0 0 0 0 4 0.25 24851 0.44 7 0 1 0 0 0 0 1 8 0.38 24851 0.88 4 0 0 0 1 0 2 0 5 1.80 25351 0.54

25 0 3 3 0 1 1 3 31 0.39 38640 2.20 34 0 1 7 0 1 0 8 42 0.24 38085 3.02 32 0 1 6 0 1 3 5 39 0.23 38168 2.80

15 0 2 4 0 0 1 1 21 0.48 37726 1.53 22 0 2 1 0 0 3 3 25 0.28 37769 1.81 11 0 1 1 0 0 0 3 13 0.31 37936 0.94

3 0 2 3 0 0 1 1 8 1.13 45438 0.48 11 0 1 0 0 0 1 0 12 0.25 45449 0.72 9 0 1 1 0 0 1 1 11 0.36 44468 0.68

76 1 10 28 0 4 1 18 115 0.57 24470 5.36 94 1 5 32 0 2 5 18 132 0.42 25350 5.94 106 0 8 42 0 4 9 18 156 0.42 24850 7.17

2 0 0 1 0 0 0 1 3 0.33 16250 0.51 3 0 0 0 0 0 0 1 3 0.00 16250 0.51 3 0 0 3 0 0 0 2 6 0.50 16250 1.01

19 0 0 7 0 0 0 4 26 0.27 30750 2.32 16 0 1 10 0 3 2 2 27 0.48 31250 2.37 23 0 2 9 0 0 2 2 34 0.44 31950 2.92

10 0 2 3 0 0 0 5 15 0.60 30200 1.36 22 0 0 2 0 1 2 3 24 0.08 31200 2.11 13 0 0 2 0 1 0 3 15 0.13 30700 1.34

6 0 3 3 0 0 0 0 12 1.00 26852 1.22 6 0 0 0 0 0 0 3 6 0.00 26848 0.61 9 0 0 1 0 0 0 1 10 0.10 26838 1.02

0 0.00 0.00 0 0.00 0.00 4 1 1 4 0 1 1 1 10 1.50 21800 1.26

0 0.00 0.00 0 0.00 0.00 5 0 0 3 0 0 1 2 8 0.38 20850 1.05

20 0 2 7 0 3 0 2 29 0.45 25873 3.07 14 0 1 5 0 0 1 1 20 0.40 26373 2.08 15 0 3 5 0 1 1 3 23 0.61 25873 2.44

123 0 6 22 0 5 3 25 151 0.26 37000 22.36 110 0 5 29 0 4 7 29 144 0.31 37000 21.33 114 0 1 40 0 5 4 33 155 0.28 38000 22.35

35 0 2 4 0 0 0 4 41 0.24 48233 2.33 31 0 0 9 0 2 1 8 40 0.23 48233 2.27 51 0 0 9 0 3 2 10 60 0.15 49223 3.34

30 0 2 9 0 2 0 7 41 0.37 44000 2.55 46 0 3 11 0 1 4 12 60 0.33 44500 3.69 43 0 2 9 0 2 1 14 54 0.28 47500 3.11

44 0 2 8 0 1 3 11 54 0.26 40150 3.68 52 0 0 9 0 2 4 12 61 0.15 40150 4.16 29 0 0 23 0 0 0 6 52 0.44 41700 3.42

58 0 1 9 0 2 3 5 68 0.18 45610 4.08 47 0 1 5 0 0 1 9 53 0.15 45655 3.18 47 0 1 14 0 0 1 11 62 0.27 48133 3.53

60 0 5 23 0 3 4 20 88 0.43 17590 4.28 92 0 3 38 1 1 1 34 134 0.42 17870 6.42 101 1 10 35 0 4 5 29 147 0.50 16840 7.47

3 0 0 1 0 0 0 1 4 0.25 12150 0.90 4 0 0 1 0 0 0 0 5 0.20 12700 1.08 2 0 0 1 0 0 0 1 3 0.33 10600 0.78

7 0 0 0 0 0 1 3 7 0.00 15490 1.24 6 0 0 1 0 0 0 1 7 0.14 15979 1.20 11 0 0 2 0 0 1 4 13 0.15 13822 2.58

4 0 0 0 0 0 0 0 4 0.00 19586 0.56 7 0 0 2 0 0 0 3 9 0.22 20055 1.23 3 0 0 3 0 1 0 0 6 0.50 18118 0.91

9 0 0 2 0 0 0 4 11 0.18 27390 1.10 11 0 1 5 0 0 0 7 17 0.47 27379 1.70 13 0 1 5 0 0 0 2 19 0.42 29372 1.77

7 0 0 1 0 0 1 0 8 0.13 25190 0.87 7 0 0 2 0 0 0 3 9 0.22 25179 0.98 5 0 0 1 0 0 0 1 6 0.17 24172 0.68

2 0 0 0 0 0 0 0 2 0.00 22786 0.24 9 0 0 2 0 0 0 3 11 0.18 22755 1.32 14 0 0 2 0 0 0 3 16 0.13 21768 2.01

4 0 1 2 0 1 0 5 7 0.71 17450 1.10 4 0 0 2 0 0 0 1 6 0.33 17500 0.94 9 0 1 2 0 0 0 2 12 0.42 17500 1.88

1 0 0 0 0 0 0 0 1 0.00 16740 0.16 8 0 0 2 0 0 0 3 10 0.20 17229 1.59 13 1 0 1 0 0 0 4 15 0.60 17222 2.39

5 0 1 2 0 0 1 3 8 0.63 17100 1.28 5 0 0 1 0 0 0 3 6 0.17 17600 0.93 3 0 0 3 0 0 0 2 6 0.50 17650 0.93

4 0 2 4 0 0 0 1 10 1.00 14890 1.84 5 0 1 5 0 1 0 2 11 0.73 15379 1.96 6 0 1 4 0 2 1 3 11 0.64 15372 1.96
27 of 35
28 of 35

Property Total Severity Entering Crash Property Total Severity Entering Crash Property Total Severity Entering Crash

Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

Property Total Severity Entering Crash Property Total Severity Entering Crash Property Total Severity Entering Crash

Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate

60 1 13 15 2 0 34 13 91 0.88 12736 0.32 60 2 7 9 4 3 39 16 82 1.00 13006 0.28 68 1 7 17 4 3 36 13 97 0.85 13300 0.32

Property Total Severity Entering Crash Property Total Severity Entering Crash Property Total Severity Entering Crash

Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate Damage Injury A Injury B Injury C Fatal DUI Dark Wet Crashes Index ADT Rate

0 0.00 0.00 0 0.00 0.00 0 0.00 0.00

2012 Crashes 2013 Crashes

2012 Crashes

2014 Crashes

2014 Crashes

2012 Crashes 2013 Crashes 2014 Crashes

2013 Crashes
29 of 35

2015 2015 2015 2015 2015 2015 2015 Federal FY 2015

FMIS FMIS C1 FMIS C2 FMIS C3 FMIS C4 FMIS C5 FMIS C6 Total Cost Sheet

$0

$0

$0

$0

$0

$0

$0

$0

$0

$0

$0

$0

$0

$0

$0

$0

$0

$0

$0

$0

$0

$0

$0

Internal Use Only

$0

$0

$0

$0

$0

$0
30 of 35

Intersection Total $0
31 of 35

2015 2015 2015 2015 2015 2015 2015 Federal FY 2015

FMIS FMIS C1 FMIS C2 FMIS C3 FMIS C4 FMIS C5 FMIS C6 Total Cost Sheet

$0

$0

$0

$0

$0

$0

$0

$0

$0

$0

$0

$0

$0

$0

Sections Total $0

Internal Use Only

$0

$0

$0

$0
32 of 35

2015 2015 2015 2015 2015 2015 2015 Federal FY 2015

FMIS FMIS C1 FMIS C2 FMIS C3 FMIS C4 FMIS C5 FMIS C6 Total Cost Sheet

$0

$0

$0

$0

Internal Use Only
33 of 35

$0

$0

$0

$0

$0

Corridor Total $0
34 of 35
35 of 35

2015 2015 2015 2015 2015 2015 2015 Federal FY 2015

FMIS FMIS C1 FMIS C2 FMIS C3 FMIS C4 FMIS C5 FMIS C6 Total Cost Sheet

$0

Systemic Projects Total $0

2015 2015 2015 2015 2015 2015 2015 Federal FY 2015

FMIS FMIS C1 FMIS C2 FMIS C3 FMIS C4 FMIS C5 FMIS C6 Total Cost Sheet

$0

Traffic Studies Total $0

2015 2015 2015 2015 2015 2015 2015 Federal FY 2015

FMIS FMIS C1 FMIS C2 FMIS C3 FMIS C4 FMIS C5 FMIS C6 Total Cost Sheet

$0

SHSP Total $0

Grand Total $0

Internal Use Only

Internal Use Only

Internal Use Only
1 of 18

HSIP

Intersections

Project External Federal FY 2015 (Highest Class) (Major Route) (State, Local)

Location County District Number Number TOTAL Cost Functional Class Speed Limit Ownership Scope

MS 67 at Tradition Parkway (atgrade) Harrison 6 106822 HSIP-0064-01(033) -$180,000 Rural - Other Principal Arterial 65 State Access Management - Median Crossover - Directional Crossover 

(J-Turn)

MS 67 at Lickskillet Road Harrison 6 105961 HSIP-0064-01(028) $40,421 Urban - Other Freeways and Expressways 55 State Intersection Traffic Control - Intersection Traffic Control - Other 

(Install Signal)

MS 25 at Cool Papa Bell Road Urban - Other Principal Arterial 50 State

MS 25 at Ridgewood Road Urban - Other Principal Arterial 50 State

MS 25 at Tree Tops Boulevard Urban - Other Principal Arterial 50 State

MS 25 at River Oaks/Jackson Prep Urban - Other Principal Arterial 50 State

MS 25 at Airport Road (MS 475) Urban - Other Principal Arterial 50 State

US 90 at Bouslog St Hancock 6 106247 HSIP-0003-01(185) -$13,001 Urban - Other Principal Arterial 45 State Intersection Traffic Control - Intersection Traffic Control - Other 

(Install Signal)

US 49 at MS 149 (South Magnolia 

Road) Rural - Other Principal Arterial 55 State Intersection Traffic Control - Intersection Traffic Control - Other (Install Signal)

US 49 at Hall Street Rural - Other Principal Arterial 55 State Access Management - Median Crossover - Close existing

US 49 at Wal-Mart Drive Rural - Other Principal Arterial 55 State Intersection Traffic Control - Intersection Traffic Control - Other 

(Communications with Adjacent Signals)

US 49 at Sunset Road/Ora-Swamp 

Road Rural - Other Principal Arterial 55 State Intersection Traffic Control - Modify Signal - add flashing yellow 

arrow

US 49 at Selma Road Rural - Other Principal Arterial 55 State Intersection Traffic Control - Modify Signal - add flashing yellow 

arrow

US 49 at 4th Street Rural - Other Principal Arterial 55 State Access Management - Median Crossover - Directional Crossover 

(J-Turn)

US 49 at Pinecrest Street Rural - Other Principal Arterial 55 State Intersection Traffic Control - Intersection Traffic Control - Other 

(Install Signal)

US 72 at MS 7 Benton 1 106269 HSIP-0007-01(078) -$39,889 Rural - Other Principal Arterial 65 State Intersection Geometry - Splitter Island - Install on One or More 

Approaches

MS 63 at MS 614 Jackson 6 106627 HSIP-0002-01(048) $1,078,500 Rural - Other Principal Arterial 65 State

Intersection Traffic Control - Modify Traffic Signal - 

Miscellaneous/Other/Unspecified (Convert from 

Protected/Permitted Left Turn Phasing to Protected Only)

US 84 at MS 35 Covington 7 106700 HSIP-0015-02(095) $2,911,500 Rural - Other Principal Arterial 65 State Access Management - Median Crossover - Directional Crossover 

(J-Turn)

US 49 at Muse Road Urban - Other Principal Arterial 65 State Advanced Technology and ITS - Advanced Technology and ITS - 

Other (Intersection Collision Warning System)

US 49 at R T Braddy Road Urban - Other Principal Arterial 65 State Advanced Technology and ITS - Advanced Technology and ITS - 

Other (Intersection Collision Warning System)

US 51 at North Pat Harrison Drive Copiah 3 HSIP-2177-00(012) -$49,176 Urban - Minor Arterial 45 State Advanced Technology and ITS - Advanced Technology and ITS - 

Other (Intersection Collision Warning System)

MS 27 at Lee Ave. Copiah 3 106626 HSIP-0054-01(055) $1,257,650 Rural - Minor Arterial 55 State Intersection Traffic Control - Two-way Stop to Roundabout

US 49/US 61 at Eagles Nest Rd. Coahoma 2 106268 HSIP-0009-06(014) $505,105 Rural - Other Principal Arterial 65 State Intersection Geometry - Intersection Geometrics - Modify skew 

angle

US 45 at CR 212 Clarke 6 106233 HSIP-0002-02(063) $407,017 Rural - Other Principal Arterial 65 State Access Management - Median Crossover - Directional Crossover 

(J-Turn)

US 51 at Star Landing Rd. Urban - Other Principal Arterial 55 State Intersection Traffic Control - Intersection Traffic Control - Other 

(Install Signal)

US 51 at License Dr. Urban - Minor Arterial 55 State Alignment - Vertical Alignment or Elevation Change

US 11 at I-59 NB Ramps

US 11 at I-59 SB Ramps

Intersection Traffic Control - Modify Traffic Signal - Modify 

Signal Mounting (Replace Mast Arms)

107023 HSIP-2170-00(026) $112,500

Covington 7 106502 HSIP-0008-02(100)

$291,849

-$2,496

Stone 6 106235 HSIP-0008-01(128)

DeSoto 2 104911 HSIP-2920-00(008)

Forrest 6

$2,646,000

Hinds

Rankin

5 106860 HSIP-0056-01(077) $232,400

5

106859

Rankin HSIP-0008-03(055) -$45,360

Urban - Minor Arterial 45 State Non-Infrastructure - Transportation Safety Planning
2 of 18

US 11 at Sullivan-Kilrain Rd.

US 49 at Southgate/Anderson Forrest 6 105875 HSIP-0008-01(121) $36,063 Rural - Other Principal Arterial 65 State Intersection Traffic Control - Intersection Traffic Control - Other 

(Install Signal)

US 90 at MS 607 Hancock 6 105542 HSIP-0003-01(146) $1,228 Rural - Other Principal Arterial 65 State Intersection Geometry - Intersection Geometrics - Modify skew 

angle

MS 53 at Canal Rd. 55 State

MS 53 at County Farm/Shaw 55 State

MS 67 at Big John Rd. Harrison 6 Urban - Other Freeways and Expressways Access Management - Median Crossover - Directional Crossover 

(J-Turn)

MS 67 at Lamey Bridge Rd. Harrison 6 Rural - Other Principal Arterial Intersection Traffic Control - Intersection Traffic Control - Other 

(Install Signal)

US 90 at Franklin Creek Rd. Jackson 6 105913 HSIP-0003-01(182) -$92,412 Rural - Other Principal Arterial 65 State Intersection Geometry - Intersection Geometrics - Modify skew 

angle

MS 30 at CR 217/Woodson Ridge Lafayette 2 106270 HSIP-0044-01(028) -$680 Rural - Minor Arterial 55 State Intersection Traffic Control - Two-way Stop to Roundabout

US 84 at Ferguson Mill Rd. Lawrence 7 106242 HSIP-0015-02(092) -$264,119 Rural - Other Principal Arterial 65 State Access Management - Median Crossover - Directional Crossover 

(J-Turn)

US 45 at Euclatubba Rd. Lee 1 102083 HSIP-0002-06(114) -$445,692 Rural - Other Principal Arterial 65 State Interchange Design - Convert at-grade intersection to 

interchange

US 45A at Tarlton Rd. Lowndes 1 106987 HSIP-0079-01(032) $180,000 Rural - Other Principal Arterial 65 State Access Management - Median Crossover - Directional Crossover 

(J-Turn)

US 45 at Ripley Rd. Prentiss 1 106990 HSIP-0002-07(016) $90,000 Rural - Other Principal Arterial 55 State Intersection Traffic Control - Modify Traffic Signal - Modify 

Signal Mounting (Spanwire to Mast Arms)

MS 35 at I-20 EB Ramps Scott 5 106357 HSIP-0023-02(056) -$28,424 Urban - Minor Arterial 45 State Intersection Traffic Control - Intersection Traffic Control - Other 

(Install Signal)

US 45 at Buckatunna-Chicora-Clara 

Road Wayne 6 106234 HSIP-0002-02(064) -$3,652 Rural - Other Principal Arterial 65 State Access Management - Median Crossover - Directional Crossover 

(J-Turn)

US 49W at MS 3 Yazoo 3 106989 HSIP-0072-04(027) $108,000 Rural - Minor Arterial 55 State Intersection Geometry - Auxiliary Lanes - Add Left-Turn Lane

Intersections Total $11,623,187

107082 65 State

Harrison 6 105293 HSIP-0064-01(029) $2,272,855 Intersection Traffic Control - Intersection Traffic Control - Other 

(Install Signal)

$117,000

 

Urban - Minor Arterial

HSIP-0064-01(034)

 
3 of 18

Sections

Project External Federal FY 2015 (Highest Class) (Major Route) (State, Local)

Location County District Number Number TOTAL Cost Functional Class Speed Limit Ownership Scope

I-55 Fr 1M south of Martinsville Rd to 

1M north of MS 27 Copiah 3 106996 HSIP-0055-01(109) $67,500 Rural - Interstate Highway 70 State Roadside - Barrier (Cable)

I-55 Fr 1M south of MS 14 to 1M 

north of MS 35

Holmes/ 

Carroll 2 106997 HSIP-0055-02(242) $90,000 Rural - Interstate Highway 70 State Roadside - Barrier (Cable)

Dentville Rd Fr Jack Rd to Harris Rd Rural - Major Collector N/A

Harmony Rd Fr Burt Loop Rd (south) 

to Brushy Creek Rd Rural - Major Collector N/A

Monticello Rd Fr US 51 to King Rd Rural - Major Collector N/A

New Zion Rd Fr Gaddy Ln to Utica Rd Rural - Major Collector 50

Old Port Gibson Rd Fr Carter Hill to 

Dillard Rd Rural - Major Collector N/A

US 78, from MS 302 to MS 305 DeSoto 2 107100 HSIP-0006-01(089) $360,000 Urban - Other Freeways and Expressways 70 State Roadway - Superelvation/Cross Slope

US 45 at Wheeler Grove Road Alcorn 1 107112 HSIP-0002-08(019) $500,000 Rural - Other Principal Arterial 65 State Alignment - Vertical Alignment or Elevation Change

RWIS Installations, I-55 SB to I-20 EB 

Flyover

Hinds/ 

Rankin 5 106870 HSIP-0055-02(241) $14,670 Urban - Interstate Highway 60 State Advanced Technology and ITS - Advanced Technology and ITS - Other (Roadway Weather Information System)

I-55 at Byram Exit Hinds 5 105657 HSIP-0055-02(205) -$1 Urban - Interstate Highway 70 State Interchange Design - Interchange Design - Other (Extend OffRamp)

HFST - I-59 Loop Ramps at US 49 Forrest 6 106818 HSIP-0059-01(114) -$72,000 Urban - Interstate Highway (Ramps) 70 State Roadway - Pavement Surface - High Friction

US 49 Fr Campbell Loop to N. 31st Forrest 6 106215 HSIP-0008-01(027) -$63,235 Urban - Other Principal Arterial 45 State Access Management - Raised Island - Install New

Dorsey Evergreen Rd Fr Dorsey Rd to 

Bankhead Rd SW Rural - Major Collector Roadway Signs and Traffic Control - Roadway Signs (Including 

Post) - New or Updated

Fairview Banner Rd Fr MS 25 to MS 

23 Rural - Major Collector Roadway Delineation - Longitudinal Pavement Markings - 

Remarking

River Rd Fr MS 363 to MS 371 Rural - Minor Collector Roadway Delineation - Longitudinal Pavement Markings - 

Remarking

John Rankin Hwy Fr Jamie Whitten 

Center to Mt. Pleasant Rd.

Rural - Major Collector Roadway Delineation - Longitudinal Pavement Markings - 

Remarking

Interstate 10, from the Harrison 

County Line to the Alabama State 

Line Jackson 6

106964 HSIP-0010-01(150) $10,000,000 Urban - Interstate Highway 70 State Advanced Technology and ITS - Congestion Detection/Traffic 

Monitoring System

MS 537 Fr Hoy Rd to Lake Como Rd Jones 6 107003 HSIP-0225-00(005) $966,960 Urban - Major Collector 30 - 45 State Roadway - Pavement Surface - High Friction

Zero Rd Fr Clarke Co Ln to Causeyville 

Rd. Rural - Major Collector N/A Roadway Delineation - Longitudinal Pavement Markings - 

Remarking

Causeyville Rd Fr US 45 to Clarke Co 

Ln Rural - Major Collector N/A Roadway Signs and Traffic Control - Roadway Signs (Including 

Post) - New or Updated

Lauderdale Toomsuba Rd Fr US 80 to 

York Rd. Rural - Major Collector 35 Roadway Delineation - Longitudinal Pavement Markings - 

Remarking

Lizelia Rd Fr Dale Dr. to MS 854/John 

C. Stennis Urban - Major Collector 40 Roadway Delineation - Longitudinal Pavement Markings - 

Remarking

CR 681 Fr Beech Springs to Co Rd 

251/Euclatubba Rural - Minor Collector 35 Roadway Delineation - Longitudinal Pavement Markings - 

Remarking

CR 231 Fr MS 348 to CR 

263/Birmingham Bridge Rd. Rural - Major Collector N/A Roadway Delineation - Longitudinal Pavement Markings - 

Remarking

$67,500

$40,000

$75,000

Local

Local

Lauderdale 5 107161 HSIP-9999-05(021)

Copiah 3 106958 HSIP-9999-03(012)

Itawamba 1 107162 HSIP-9999-01(252)

Roadway Delineation - Longitudinal Pavement Markings - 

Remarking

N/A

Local
4 of 18

CR 833 Fr MS 348 to CR 2902 Rural - Major Collector 35 Roadway Delineation - Longitudinal Pavement Markings - 

Remarking

CR 1766 Fr CR 931 to CR 1498 Rural - Major Collector 30 Roadway Signs and Traffic Control - Roadway Signs (Including 

Post) - New or Updated

CR 1498 Fr CR 1554 to CR 1970 Rural - Major Collector N/A Roadway Delineation - Longitudinal Pavement Markings - 

Remarking

CR 506 Fr CR 300 to MS 245 Rural - Minor Collector N/A Roadway Delineation - Longitudinal Pavement Markings - 

Remarking

CR 452 Fr MS 6 to East of CR 1463 Rural - Minor Collector N/A Roadway Delineation - Longitudinal Pavement Markings - 

Remarking

CR 520 Fr CR 771 to MS 6 Rural - Minor Collector 40 Roadway Delineation - Longitudinal Pavement Markings - 

Remarking

MS 583 Fr Enterprise to US 84 Lincoln 7 106275 HSIP-0182-00(035) $63,000 Rural - Major Collector 55 State Alignment - Horizontal and Vertical Alignment

US 61 Fr Washington/Sharkey CL to 

US 82 Washington 3 106962 HSIP-0009-03(053) $4,180,500 Rural - Other Principal Arterial 55 State Shoulder Treatments - Widen Shoulder - Paved or Other

MS 15 Fr Neshoba CL to MS 25 Winston 1 107113 HSIP-0022-02(052) $450,000 Urban - Minor Arterial 25 - 55 State Roadway - Rumble Strips - Center

I-10 from LA State Line to MS 43/603 Hancock 6 106776 HSIP-0010-01(148) $5,952,524 Rural - Interstate Highway 70 State Roadway - Pavement Surface - Miscellaneous (Open Graded 

Friction Course)

(Speed)- County law enforcement in 

Copiah, Itawamba, Lauderdale or 

Lee County are unable to use 

radar/laser to enforce speed limit 

due to state law Sections Total $22,252,418

Mileage for Cable Barrier is includes 

areas with existing trees that will 

be omitted.

Lee 1 107162 HSIP-9999-01(252) $60,000 Local
5 of 18

Corridors

Project External Federal FY 2015 (Highest Class) (Major Route) (State, Local)

Location County District Number Number TOTAL Cost Functional Class Speed Limit Ownership Scope

MS 302 Fr I-55 to US 78 Urban - Other Freeways and Expressways 45 - 55 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 302 at Southcrest Pkwy Urban - Other Principal Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 302 at Tchulahoma Rd. Urban - Other Principal Arterial 45 EB/55 WB State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 302 at Getwell Rd. Urban - Other Principal Arterial 55 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 302 at Craft Rd. Urban - Other Principal Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 302 at Center Hill Rd. Urban - Other Freeways and Expressways 65 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 302 Fr Allen Drive to Horn Lake 

Road Urban - Other Principal Arterial 45 - 55 State Access Management - Raised Island - Install New

MS 302 at Allen Drive Urban - Other Principal Arterial 55 State Roadway - Other - Remove Two Way Left Turn Lane

MS 302 at Tealwood Drive Urban - Other Principal Arterial 55 State Access Management - Aceess Management - Other - 

Directional Island

MS 302 at Rosebury Drive Urban - Other Principal Arterial 55 State Access Management - Change in Access - Close or Restrict 

Existing Access

MS 302 at Horn Lake Rd. Urban - Other Principal Arterial 45 State Intersection Traffic Control - Modify Traffic Signal - Modify 

Signal Mounting (Spanwire to Mast Arms)

US 49 Fr US 98 to Peps Point Urban - Other Principal Arterial 45 - 65 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at Peps Point Urban - Other Principal Arterial 55 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at Classic Dr. Urban - Other Principal Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at Campbell Loop/Convention 

Center Urban - Other Principal Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at N. 31st Ave. Urban - Other Principal Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at Old Hwy 42 Urban - Other Principal Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at MS 198/Hardy Urban - Other Principal Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at Mamie Urban - Other Principal Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at Eddy/Cloverleaf Urban - Other Principal Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at W. Pine St. Urban - Other Principal Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at Wisteria/Helveston Urban - Other Principal Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at WSF Tatum Urban - Other Principal Arterial 55 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at Pearl River Comm College Urban - Other Principal Arterial 55 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 49 at Elk's Lake/Edwards/MS 969 Urban - Other Principal Arterial 55 State Intersection Traffic Control - Systemic Improvements - SignalControlled

$2,000,000

$406,325

DeSoto 2 106779 $135,000

DeSoto 2 106779

Forrest 6 106994 HSIP-0008-01(133)

SP-0021-01(062)

HSIP-0021-01(056)
6 of 18

US 49 at JM Tatum Industrial Urban - Other Principal Arterial 65 State Intersection Traffic Control - Intersection Traffic Control - Other 

(Install Signal)

MS 145 Fr MS 178 to Beech Springs Urban - Minor Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 145 at Beech Springs Rural - Major Collector 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 145 at Barnes Crossing Urban - Minor Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 145 at Kohl's/Kings Crossing Urban - Minor Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 145 at Logans/IHOP Urban - Minor Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 145 at Symphony Ln. Urban - Minor Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 145 at Mississippi Dr. Urban - Minor Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 145 at Mel Dr. Urban - Minor Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 145 at Commonwealth Urban - Minor Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 145 at Fire Station 4 Urban - Minor Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 145 at N. Green/Lakeshire Urban - Minor Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 145 at MS 178/McCullough Urban - Other Principal Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

Barnes Crossing Rd Fr MS 

145/Gloster to US 45 Urban - Local Road 30 State Intersection Traffic Control - Systemic Improvements - SignalControlled

Barnes Crossing Rd at Mall Dr. Urban - Local Road 30 State Intersection Traffic Control - Systemic Improvements - SignalControlled

Barnes Crossing Rd at US 45 NB 

Ramps Urban - Local Road 30 State Intersection Traffic Control - Systemic Improvements - SignalControlled

Barnes Crossing Rd at US 45 SB 

Ramps Urban - Local Road 30 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 570 Fr I-55 to US 51 Urban - Other Principal Arterial 35 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 570 at Mall Dr. Urban - Minor Arterial 35 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 570 at Sherman/Walmart Urban - Minor Arterial 35 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 570 at Marion Ave. Urban - Minor Arterial 35 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 570 at US 51 Urban - Other Principal Arterial 35 State Intersection Traffic Control - Intersection Traffic Control - Other 

(Install Signal)

US 98 Signal Upgrades in Hattiesburg Urban - Other Principal Arterial 55 - 65 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 98 at MS 589 Urban - Other Principal Arterial 65 State Intersection Traffic Control - Modify Traffic Signal - Modify 

Signal Mounting (Spanwire to Mast Arms)

US 98 at Canebrake Blvd Urban - Other Principal Arterial 65 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 98 at Cole Rd. Urban - Other Principal Arterial 65 State Intersection Traffic Control - Systemic Improvements - SignalControlled $180 000

$112,500

$481,062

Lamar6 107022

Pike7 106965 HSIP-0180-00(022)

Lee1 106953

HSIP 0014 02(071)

HSIP-2839-00(018)
7 of 18

US 98 at Barracuda 

Drive/Woodstone Boulevard Urban - Other Principal Arterial 55 State Access Management - Median Crossover - Directional Crossover 

(J-Turn)

US 98 at Old Hwy 11/King Rd. Urban - Other Principal Arterial 55 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 98 at Gravel Pit Rd Urban - Other Principal Arterial 55 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 98 at Hegwood Road/Jackson 

Road Urban - Other Principal Arterial 55 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 278 Fr Bates St to Civic Center Urban - Other Principal Arterial 35 - 45 State Access Management - Raised Island - Install New

US 278 at Bates St. Urban - Other Principal Arterial 35 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 278 at US 51 Urban - Other Principal Arterial 35 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 278 at Woodland/Keating Urban - Other Principal Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 278 at Power/Lakewood Urban - Other Principal Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 278 at I-55 SB Ramps Urban - Other Principal Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 278 at I-55 NB Ramps Urban - Other Principal Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

US 278 at Medical 

Center/Stone/Forrest Urban - Other Principal Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 302 Fr Interstate Blvd to 

Southcrest Pkwy Urban - Other Principal Arterial 45 State Roadway Delineation - Roadway Delineation - Other (Removal of High Volume Weaving Movements)

MS 302 at Interstate Boulevard Urban - Other Principal Arterial 45 State Roadway Delineation - Roadway Delineation - Other (Removal 

of High Volume Weaving Movements)

MS 302 at I-55 SB Ramps Urban - Other Principal Arterial 45 State Intersection Geometry - Auxiliary Lanes - Add Right Turn Lane

MS 302 at I-55 NB Ramps Urban - Other Principal Arterial 45 State Intersection Geometry - Auxiliary Lanes - Add Right Turn Lane

MS 302 at Southcrest Pkwy Urban - Other Principal Arterial 45 State Intersection Geometry - Auxiliary Lanes - Add Left Turn Lane

MS 19 Fr I-20/I-59 to Walmart (North 

Meridian) Urban - Other Principal Arterial 35 - 55 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 19 at I-20/I-59 EB Ramps Urban - Other Principal Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 19 at I-20/I-59 WB Ramps/N. 

Frontage Urban - Other Principal Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 19 at 5th Urban - Other Principal Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 19 at 8th Urban - Other Principal Arterial 35 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 19 at Old 80/Meridian CC Urban - Other Principal Arterial 35 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 19 at College/Old 8th Urban - Other Principal Arterial 35 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 19 at 65th Avenue Urban - Other Principal Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 19 at Semmes/20th Urban - Other Principal Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

MS 19 at North Hills Urban - Other Principal Arterial 45 State Intersection Traffic Control - Systemic Improvements - SignalControlled

107022 $180,000

Lauderdale5 107079

HSIP-0070-03(021)

Lamar6

DeSoto2 107037 HSIP-0055-04(099)

Panola2 106864

HSIP-0075-01(013)

HSIP-0014-02(071)

$292,500

$360,000

$13,500
8 of 18

MS 19 at Walmart Urban - Other Principal Arterial 55 State Intersection Traffic Control - Systemic Improvements - SignalControlled

Corridor Totals $3,980,887

The Project from MS 302, from Allen 

Drive to Horn Lake Road was initially 

considered for HSIP funding, but was 

shifted to state funding. The 

transaction had not been reversed at 

the time of this report.
9 of 18

Systemic Safety Projects

Project External Federal FY 2015 (Highest Class) (Major Route) (State, Local)

Location County District Number Number TOTAL Cost Functional Class Speed Limit Ownership Scope

District 1 Intersection Improvement 

Project Districtwide 1 107141 HSIP-9999-01(251) $250,000 - - State Systemic Improvements - Systemic Improvements - StopControlled

Road Safety Audits Total $250,000

Road Safety Audits

Project External Federal FY 2015 (Highest Class) (Major Route) (State, Local)

Location County District Number Number TOTAL Cost Functional Class Speed Limit Ownership Scope

US 45, Clarke and Wayne Counties

Clarke/ 

Wayne 6 106951 HSIP-0002-02(065) $135,000 Urban - Other Principal Arterial 45 - 65 State Non-infrastructure - Road Safety Audit

Road Safety Audits Total $135,000

Strategic Highway Safety Plans

Project External Federal FY 2015 (Highest Class) (Major Route) (State, Local)

Location County District Number Number TOTAL Cost Functional Class Speed Limit Ownership Scope

Coastal County Strategic Highway 

Safety Plan (SHSP)

Hancock, 

Harrison, 

Jackson

6 105975 HSIP-9999-09(020) $135,000 - - - Non-infrastructure - Transportation Safety Planning

SHSP Total $135,000

2015 HSIP Obligations/Expenditures $38,376,492

Data only includes ROR left and Head 

On crash types

EB crashes only

WB crashes only

SB, rear-end crashes only

NB crashes only

Snow/Sleet/Slush Only

FMS dollar amount used. Needs 

update from FMIS.

Done as intersections within a 

section
10 of 18

Improvement Empahsis

Category Output Area Strategy Code Emphasis Area

1 1 Intersection 6 15 1 Lane Departure

12 1 Intersection 6 15, 16 2 Young Drivers

3 Aggressive Drivers

4 Impaired Drivers

5 Unbelted Drivers

6 Intersections

12 1 Intersection 6 15, 16

Code Strategy

Lane Departure

5 Utilize cost effective treatments to help drivers maintain their lane. Such

treatments may include installing: profiled thermoplastic strips, raised

pavement markers, shoulder rumble strips, edgeline rumble strips or modified

12 1 Intersection 6 15, 16 shoulder rumble strips on section with narrow or no paved shoulders, or

1 1 Intersection 6 15, 16

wider markings (i.e., 6” or 8” wide as opposed to 4” wide). Use treatments for

1 1 Intersection 6 15 edge lines and centerlines when appropriate.

6 To help a driver maintain control of their vehicle if they leave the travel lane

and get on the shoulder, then eliminate shoulder drop-off by paving

1 1 Intersection 6 15, 16 shoulders, widening substandard shoulders, or maintenance of gravel

1 1 Intersection 6 16 shoulders. Assist drivers with safely transitioning from the shoulder back to

1 1 Intersection 6 15, 16 the travel lane by constructing a beveled edge (a.k.a. safety edge).

12 1 Intersection 6 15, 16

20 1 Intersection 6 15, 16 7 Remove/relocate objects, such as trees, utility poles, light poles, and etc., in

hazardous locations (i.e., provide adequate clear zones). Reduce the

3 Intersections 6 15, 16, 17 severity of a run-off the road crash by using breakaway devices, extending

1 5 Intersections 6 15, 16, 17

1 3 Intersections 6 15, 16

1 4 Intersections 6 15, 16

12 3 Intersections 6 15, 16

13
11 of 18

clear zones, shielding drivers from fixed objects, and

1 1 Intersection 6 15, 16 inventory/improve/update/maintain existing guardrails, end treatments, and

1 1 Intersection 6 15, 16 attenuation systems.

Intersections

1 1 Intersection 6 15, 16 15

Utilize cost effective treatments to reduce the occurance and severity of crashes involving left turns.

1 1 Intersection 6 15, 16, 17

1 1 Intersection 6 16 16

Utilize cost effective treatments to reduce the occurance and severity of right angle crashes.

1 1 Intersection 6 15, 16

1 1 Intersection 6 15, 16 17

Utilize cost effective treatments to reduce the occurance and severity of rear end collisions, especially 

those involving high speeds.

1 1 Intersection 6 15, 16

1 1 Intersection 6 15, 16

1 1 Intersection 6 15, 16, 17

12 1 Intersection 6 15

1 1 Intersection 6 15, 16

1 1 Intersection 6 15, 17

 

1 2 Intersections 6 15, 16, 17
12 of 18

Code Improvement Category

1 An intersection safety improvement project

Improvement Empahsis 2 Pavement and shoulder widening (including addition of a passing lane to remedy an unsafe condition).

Category Output Area Strategy 3 Installation of rumble strips or another warning device, if the rumble strips or other warning 

16 16.0 Miles 1 7 devices do not adversely affect the safety or mobility of bicyclists and pedestrians, including

16 29.6 Miles 1 7 persons with disabilities.

6.6 Miles 1 5 4 Installation of skid resistant surface at an intersection or other location with a high

1.8 Miles 1 5 frequency of crashes

13.6 Miles 1 5 5 An improvement for pedestrian or bicyclist safety or for the safety of persons with disabilities

5.2 Miles 1 5 6 Construction and improvement of a railway-highway grade crossing safety feature, including

4.0 Miles 1 5 the installation of protective devices.

20 1.2 Miles 1 5 7 The conduct of a model traffic enforcement activity at a railway-highway crossing.

20 0.3 Miles 6 15, 16 8 Construction of a traffic calming feature

12 1 Bridge 1 5 9 Elimination of a roadside hazard

1 Interchange 1, 6 5, 7, 15, 16 10 Installation, replacement, and other improvements of highway signage and pavement markings, or

4 Interchange 1 5 a project to maintain minimum levels of retroflectivity, that addresses a highway safety problem

17 0.6 miles 1, 6 7, 15, 16 consistent with a State strategic highway safety plan.

0.7 Miles 1 5 11 Installation of a priority control system for emergency vehicles at signalized intersections

8.8 Miles 1 5 12 Installation of a traffic control or other warning device at a location with high crash potential

6.1 Miles 1 5 13 Transportation safety planning

5.0 Miles 1 5 14 Collection, analysis and improvement of safety data.

12 29.7 Miles 1, 6 5, 17 15 Planning integrated interoperable emergency communications equipment, operational activities, or

4 1.6 Miles 1 5 traffic enforcement activities (including police assistance) relating to work zone safety.

8.1 Miles 1 5 16 Installation of guardrail, barriers (including barriers between construction work zones and

12.7 Miles 1 5 traffic lanes for the safety of road users and workers), and crash attenuators

7.7 Miles 1 5 17 The addition or retrofitting of structures or other measures to eliminate or reduce crashes

7.8 Miles 1 5 involving vehicles and wildlife

6.5 Miles 1 5 18 Installation of yellow-green signs and signals at pedestrian and bicycle crossings and in 

4.0 Miles 1 5 school zones.

10

10

10
13 of 18

3.8 Miles 1 5 19 Construction and operational improvements on high risk rural roads 

3.3 Miles 1 5 20 Geometric improvements to a road for safety purposes to improve safety

3.5 Miles 1 5 21 A road safety audit

4.3 Miles 1 5 22 Roadway safety infrastructure improvements consistent with the recommendations included in the 

3.5 Miles 1 5 publication of the Federal Highway Admisitration entitled "Highway Design Handbook for Older

3.4 Miles 1 5 Drivers and Pedestrians" (FHWA-RD-01-103), dated May 2001 or as subsequently revised and updated.

2 5.8 miles 1, 6 5, 6, 7, 16 23 Truck parking facilities eligible for funding under section 1401 of the MAP-21

2 21.4 Miles 1 5, 6 24 Systemic Safety Improvements

3 12.6 Miles 1 5

4 13.6 miles 1 5

10
14 of 18

Improvement Empahsis

Category Output Area Strategy 1 8.3 Miles 6 15, 16, 17 1 1 Intersection 6 15, 16 1 1 Intersection 6 15, 16 1 1 Intersection 6 15, 16 1 1 Intersection 6 15, 16 1 1 Intersection 6 15, 16, 17 1 0.8 Miles 6 15, 16, 17 1 1 Intersection 6 16, 17 1 1 Intersection 6 15,16, 17 1 1 Intersection 6 16, 17 1 1 Intersection 6 15, 16, 17 1 9.8 Miles 6 15, 16, 17 1 1 Intersection 6 15, 16, 17 1 1 Intersection 6 15, 16 1 1 Intersection 6 15, 16 1 1 Intersection 6 15, 16 1 1 Intersection 6 15, 16 1 1 Intersection 6 15, 16 1 1 Intersection 6 15, 16 1 1 Intersection 6 15, 16 1 1 Intersection 6 15, 16 1 1 Intersection 6 15, 16 1 1 Intersection 6 15, 16 1 1 Intersection 6 15, 16 1 1 Intersection 6 15, 16, 17
15 of 18

1 1 Intersection6 15, 16

1 3.3 Miles6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 0.5 Miles6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 0.4 Miles6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 4.3 Miles6 15, 16, 17

1 1 Intersection6 15, 16, 17

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16
16 of 18

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 2.1 Miles6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 0.6 Miles6 15, 16, 17

1 1 Intersection6 15, 16, 17

1 1 Intersection6 16, 17

1 1 Intersection6 16, 17

1 1 Intersection6 15, 16, 17

1 3.2 Miles6 15, 16, 17

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16

1 1 Intersection6 15, 16
17 of 18

1 1 Intersection 6 15, 16, 17
18 of 18

Improvement Empahsis

Category Output Area Strategy

24 132 Intersections 6 15, 16, 17

Improvement Empahsis

Category Output Area Strategy

21 Corridor 1, 6 5, 6, 7, 15, 16, 17

Improvement Empahsis

Category Output Area Strategy

13 Gulf Region MPO 1 - 6 5, 6, 7, 15, 16, 17
Evaluation

Project External Severity Crash Total Severity Crash Total

Location County District Number Number Index Rate Crashes Index Rate Crashes

US 49 at Lyman Project Office Harrison 6 104923 HSIP-0008-01(105) January 1, 2005 August 3, 2007 0.75 0.45 4 December 22, 2007 December 31, 2013 0.70 1.21 10 Evaulation Period Complete

US 51 at Madison Ave. January 1, 2005 November 3, 2007 0.24 2.18 42 July 1, 2008 December 31, 2013 0.21 1.14 58 Evaulation Period Complete

US 51 at McClellan January 1, 2005 November 3, 2007 0.33 0.14 3 July 1, 2008 December 31, 2013 0.55 0.42 20 Evaulation Period Complete

US 51 at Olympic Way January 1, 2005 November 3, 2007 0.47 0.93 15 July 1, 2008 December 31, 2013 0.93 0.38 14 Evaulation Period Complete

US 49 at MS 22 Madison 5 106022 HSIP-0024-01(112) January 1, 2006 June 3, 2011 0.93 1.03 27 May 16, 2012 December 31, 2014 1.63 0.62 8

MS 35 at Red Dog Rd Leake 5 104905 HSIP-0023-02(046) January 1, 2005 August 3, 2007 1.60 1.18 10 April 2, 2008 December 31, 2013 0.60 0.24 5 Evaulation Period Complete

MS 15 at Fork Rd Neshoba 5 104900 HSIP-0022-02(050) January 1, 2005 June 3, 2007 1.31 1.86 13 September 22, 2007 December 31, 2012 0.57 1.02 14 Evaulation Period Complete

Lamar St at MS 6/US 78 EB Ramps Lafayette 2 January 1, 2005 May 31, 2007 0.32 1.26 28 August 18, 2007 December 31, 2012 0.24 1.94 63 Evaulation Period Complete

Lamar St at MS 6/US 78 WB Ramps Lafayette 2 January 1, 2005 May 31, 2007 0.20 0.81 10 August 18, 2007 December 31, 2012 0.36 0.63 14 Evaulation Period Complete

MS 609 at Shore Dr. Jackson 6 104850 HSIP-9385-00(011) January 1, 2005 May 31, 2007 2.25 0.12 4 March 29, 2008 December 31, 2013 0.58 0.33 24 Evaulation Period Complete

I-55 Fr Fortification to MS 25 Hinds 5 105329 HSIP-055-02(026) August 1, 2005 July 31, 2008 0.43 1.58 415 November 15, 2008 December 31, 2013 0.30 1.32 335 Evaulation Period Complete

MS 609 at I-10 Ramps Jackson 6 101204/305000 STP-0010-01(119)N January 1, 2005 August 31, 2006 0.57 3.95 106 November 2, 2008 December 31, 2013 0.28 2.19 156 Evaulation Period Complete

MS 57 at I-10 Ramps Jackson 6 101204/304000 STP/NH-0010-01(120)N January 1, 2005 September 3, 2006 0.60 3.50 50 December 2, 2008 December 31, 2013 0.37 2.37 90 Evaulation Period Complete

US 90 at MS 607 Hancock 6 105542 HSIP-0003-01(146) January 1, 2006 January 3, 2012 1.60 0.72 15 November 13, 2012 December 31, 2014 1.67 1.58 12

US 49 at W. Wortham Rd/Grand Way Blvd. Harrison 6 106213 HSIP-0008-01(124) January 1, 2006 March 4, 2012 1.00 1.10 44 January 1, 2013 December 31, 2014 2.24 1.27 17

MS 67 at Lickskillet Rd. Harrison 6 105961 HSIP-0064-01(028) January 1, 2006 July 3, 2011 1.54 2.85 70 March 1, 2012 December 31, 2014 1.07 0.90 15

US 98 at MS 29 Perry 6 104892 HSIP-0014-03(061) February 1, 2005 February 3, 2008 0.21 1.79 24 November 29, 2008 December 31, 2013 1.50 0.28 6 Evaulation Period Complete

US 98 at Old MS 63 North George 6 105941 HSIP-0014-03(062) January 1, 2007 December 31, 2011 2.31 4.83 68 June 6, 2012 December 31, 2014 0.67 0.81 6

I-220 Cable Barrier Hinds/Madison 5 105204 HSIP-0220-03(031) March 1, 2005 March 3, 2008 1.83 0.01 6 August 30, 2008 December 31, 2013 0.73 0.12 128 Evaulation Period Complete

I-10 Fr Hancock Co Ln to Wolf River Harrison 6 January 1, 2005 April 30, 2007 0.67 0.37 138 December 2, 2008 December 31, 2013 0.53 0.36 256 Evaulation Period Complete

I-10 Fr Diamondhead to Harrison Co Ln Hancock 6 January 1, 2005 April 30, 2007 0.33 0.43 33 December 2, 2008 December 31, 2013 0.58 0.49 81 Evaulation Period Complete

I-10 at Cedar Lake Rd. Harrison 6 105944 HSIP-0010-01(044) January 1, 2006 October 3, 2011 0.79 0.77 106 June 8, 2012 December 31, 2014 0.66 0.56 37

I-55 Fr Byram to McDowell Hinds 5 104906 HSIP-0055-02(203) January 1, 2005 May 31, 2007 0.37 1.09 343 November 2, 2009 December 31, 2014 0.46 1.14 787 Evaulation Period Complete

MS 589 at Old Hwy 24 Lamar 6 104654 HSIP-1164-00(013) November 1, 2005 October 31, 2008 0.58 2.27 12 August 1, 2009 December 31, 2014 0.00 1.52 11 Evaulation Period Complete

MS 145 at MS 513 Clarke 6 101614 HSIP-0002-02(043) July 4, 2005 July 3, 2008 0.25 0.64 4 April 23, 2009 December 31, 2014 0.00 0.32 4 Evaulation Period Complete

US 72 at MS 15 Tippah 1 104890 HSIP-0007-01(073) June 20, 2004 June 19, 2007 1.00 1.36 18 July 2, 2009 December 31, 2014 1.10 0.83 21 Evaulation Period Complete

US 49 at (old) MS 67 in Saucier Harrison 6 105209 HSIP-0008-01(109) January 1, 2005 May 5, 2008 2.15 1.22 26 April 2, 2009 December 31, 2014 0.33 0.17 6 Evaulation Period Complete

I-20 in Vicksburg City Limits (HO/ROR-L Crashes Only) Warren 3 104897 HSIP-0020-01(183) September 3, 2005 September 3, 2008 1.29 0.03 7 March 28, 2009 December 31, 2014 0.73 0.17 73 Evaulation Period Complet

I-55 Barrier Wall Extension Hinds 5 105658 HSIP-0055-02(207) August 5, 2006 August 4, 2009 0.58 1.15 252 November 25, 2009 December 31, 2014 0.39 1.28 487 Evaulation Period Complete

I-55 Fr Pearl St to Woodrow Wilson Hinds 5 104902 HSIP-0055-02(204) January 1, 2005 May 31, 2007 0.36 1.56 423 June 2, 2009 December 31, 2014 0.28 1.57 881 Evaulation Period Complete

MS 25 South of Fulton (Turn lane) Itawamba 1 104799 HSIP-0040-02(030) January 1, 2005 June 4, 2007 0.70 2.82 10 June 2, 2009 December 31, 2014 0.54 1.63 13 Evaulation Period Complete

US 11 at 2nd/Goodyear 0.13 1.17 39 0.24 1.00 17

US 11 at Bruce/Jackson Landing 0.39 1.53 33 0.50 1.03 12

US 11 at Canal St. 0.28 1.67 57 0.63 0.93 16

US 11 at Memorial Blvd/MS 43 S 0.26 3.46 95 0.10 0.71 10

US 11 at Fourth/N. Main 0.08 0.94 24 0.00 0.61 9

US 49 from Stone CL to US 98 Forrest August 1, 2005 July 31, 2008 1.09 1.03 418 November 28, 2009 December 31, 2014 0.94 0.97 558 Evaulation Period Complete

US 49 from Bond to Forrest CL Stone August 1, 2005 July 31, 2008 1.35 0.65 17 November 28, 2009 December 31, 2014 1.12 0.62 33 Evaulation Period Complete

US 49 from Little Biloxi River to Saucier Harrison HSIP-0008-01(113) August 1, 2005 July 31, 2008 1.17 0.99 161 April 11, 2009 December 31, 2014 0.84 0.91 192 Evaulation Period Complete

MS 33 between Gloster and Coles Amite 7 103963 HSIP-0049-01(036) January 1, 2006 October 3, 2009 2.20 0.99 20 July 2, 2012 December 31, 2014 0.75 0.93 8

I-55 from Pearl St to County Line Road Hinds 5 104166/303000 STP-0055-02(186) January 1, 2005 April 3, 2006 0.38 1.13 438 July 16, 2007 December 31, 2012 0.37 1.12 1819 Evaulation Period Complete

US 51 over Coldwater River Tate/DeSoto 2 103373 HSIP-2920-0(005) January 1, 2005 September 3, 2007 0.38 2.48 21 March 2, 2009 December 31, 2014 0.50 0.87 20 Evaulation Period Complete

US 49 from Pass Rd to Airport Road January 1, 2006 February 3, 2010 0.55 5.17 949 June 19, 2010 December 31, 2014 0.45 2.66 624

US 49 from Airport Road to Creosote Road January 1, 2006 September 11, 2009 0.34 17.00 631 June 19, 2010 December 31, 2014 0.37 11.19 380

US 49 from Landon to Dedeaux Road January 1, 2006 September 11, 2009 0.37 7.45 507 June 19, 2010 December 31, 2014 0.31 7.98 497

US 49 from Dedeaux Road to St Charles January 1, 2006 February 4, 2010 0.40 6.64 399 June 19, 2010 December 31, 2014 0.35 8.85 387

I-55 Byram Interchange (SB Rear End Crashes Only) Hinds 5 105657 HSIP-0055-02(205) January 1, 2006 March 3, 2009 0.43 0.77 14 December 1, 2010 December 31, 2014 0.4 0.55 10

MS 15 at MS 32 Chickasaw 1 105548 HSIP-0022-03(024) January 1, 2006 October 31, 2009 1.24 2.27 17 July 1, 2010 December 31, 2014 1.06 2.21 18

MS 18 @ Seven Springs/Palestine Rd January 1, 2006 October 3, 2009 0.92 2.18 36 October 2, 2010 December 31, 2014 0.63 1.67 16

MS 18 @ Hinds Blvd January 1, 2006 October 3, 2009 0.88 0.47 8 October 2, 2010 December 31, 2014 0.44 0.97 9

MS 18 @ County Farm Rd January 1, 2006 October 30, 2009 0.65 0.88 17 October 2, 2010 December 31, 2014 0.43 0.75 14

MS 25 from I-55 to Rankin Co. Line SECTION Hinds 0.22 4.29 632 0.23 3.66 576

MS 25 from Rankin Co. Line to MS 475 SECTION Rankin 0.40 3.62 1906 0.31 3.84 2216

MS 25 at I-55 E. Frontage Rd. 0.24 2.23 137 0.18 1.97 136

MS 25 at Cool Papa Bell Rd. 0.35 1.75 92 0.25 1.13 73

MS 25 at Lakeland Terrace/Lakeland Ln. 0.28 0.59 46 0.25 0.86 68

MS 25 at Ridgewood Rd. 0.22 1.98 188 0.23 1.69 164

MS 25 at Lakeland Cir 0.26 0.90 76 0.25 0.6 55

MS 25 at River Bend 0.45 0.62 51 0.26 0.89 80

MS 25 at Tree Tops 0.35 1.09 113 0.2 0.98 91

MS 25 at Layfair 0.30 0.66 54 0.09 0.64 55

MS 25 at River Oaks 0.51 1.24 107 0.28 1.25 116

MS 25 at N. Flowood Dr. 0.40 0.63 52 0.19 0.74 63

MS 25 at Flynt Dr. 0.37 0.85 60 0.2 0.78 59

MS 25 at MS 475 0.38 2.72 229 0.2 2.5 236

MS 42 at Petal HS (Mulberry to Trailwood) Forrest 6 104896 HSIP-0063-02(024) January 1, 2006 November 3, 2007 0.10 2.48 10 November 2, 2010 December 31, 2014 0.85 1.88 20

US 45 @ Hamilton Rd Monroe 1 105554 HSIP-0025-00(066) January 1, 2006 November 3, 2009 1.16 4.01 38 July 16, 2010 December 31, 2014 1.71 1.3 17

US 72 @ CR 218/306/Central School Rd/Old 72 Alcorn 1 105553 HSIP-0007-01(075) January 1, 2006 October 3, 2009 1.45 2.16 49 June 1, 2010 December 31, 2014 0.27 1.66 26

US 84 @ Jackson-Liberty Rd Lincoln 7 105742 HSIP-0015-01(066) January 1, 2006 September 30, 2009 1.29 1.77 17 November 2, 2010 December 31, 2014 1.29 0.68 7

US 98 from MS 589 to Weathersby Lamar 6 104891 HSIP-0014-02(056) January 1, 2006 January 3, 2008 0.43 3.46 524 July 11, 2010 December 31, 2014 0.43 3.37 1203

Analysis Dates

December 31, 2014

Rankin

Analysis Dates

105539 HSIP-0039-02(043)

January 1, 2006

105326

After Period

Hinds 5

104948 HSIP-0010-01(128)

6

Madison

Before Period

104904 HSIP-7304-00(008)

102481 HSIP-0070-04(014)

Harrison 6 105495 HSIP-0008-01(119)

HSIP-0008-01(112)

5

5 October 1, 2010

Hinds

105558 HSIP-0056-01(069) December 31, 2009

Pearl River 6 102246 STP-2170-00(012) January 1, 2006 April 3, 2011 February 12, 2012 December 31, 2014
US 98, from Weathersby to Intestate 59 Lamar 6 104891, 105046 HSIP-0014-02(057)/STP-0014-02(058) January 1, 2006 March 5, 2008 0.29 6.31 251 January 23, 2009 December 31, 2014 0.32 8.53 999 Evaulation Period Complete

US 98/Hardy Fr Westover to I-59 (including SB Ramp) Lamar 6 105413 HSIP-0014-02(062) January 1, 2006 May 3, 2011 0.22 28.15 467 September 7, 2012 December 31, 2014 0.3 37.38 264

I-110 Fr Biloxi Bay to I-10 Harrison 6 104947 HSIP-0110-01(026) January 1, 2006 March 3, 2010 0.54 1.61 290 May 2, 2011 December 31, 2014 0.45 0.64 114

MS 481 Realign Curve South of I-20 Scott 5 104898 HSIP-0331-00(012) January 1, 2006 December 31, 2009 0.33 6.00 3 November 2, 2011 December 31, 2014 0.5 4.44 2

MS 18 @ Midway Rd Hinds 5 105873 HSIP-0039-02(045) January 1, 2006 April 6, 2011 1.67 1.27 36 November 19, 2011 December 31, 2014 0.29 0.97 17

MS 35 @ MS 28 East of Mize Smith 7 103891 HSIP-0023-01(072) January 1, 2006 January 4, 2009 0.50 0.91 6 June 2, 2011 December 31, 2014 0.4 0.69 5

MS 15 @ US 84 in Laurel Jones 6 103289 HSIP-0022-01(056) January 1, 2006 September 27, 2010 0.25 1.63 121 November 19, 2011 December 31, 2014 0.33 1.8 89

US 90 at Hospital/Ocean Springs Rd SOUTH January 1, 2006 September 3, 2009 0.23 3.43 161 January 12, 2011 December 31, 2014 0.31 1.72 99

US 90 at Hospital/Ocean Springs Rd NORTH January 12, 2011 December 31, 2014 0.28 1.75 94 Road did not exist before 1/1

US 49 @ Southgate/Anderson Forrest 6 105875 HSIP-0008-01(121) January 1, 2006 August 31, 2010 0.98 1.71 47 May 1, 2011 December 31, 2014 0.91 1.56 34

MS 25 from Monroe CL/Gaddy Rd Itawamba 1 105736 HSIP-0040-02(031) January 1, 2006 August 31, 2010 1.12 2.08 99 April 30, 2011 December 31, 2014 1.1 1.99 79

MS 27 Fr Warren to Copiah Co. Ln. HSIP-0054-02(023) January 1, 2006 July 31, 2010 0.90 1.38 177 June 1, 2011 December 31, 2014 0.38 1.17 104

I-20 at Norrell HSIP-0020-01(194) January 1, 2006 July 31, 2010 1.00 2.90 8 June 1, 2011 December 31, 2014 1.17 2.95 6

MS 13 W of Gunther Rd to Forrest Co Ln Pearl River 6 105911 HSIP-0023-01(075) January 1, 2006 September 6, 2010 0.82 7.81 66 April 5, 2011 December 31, 2014 1 1.08 5

Springridge Rd Btw I-20 and US 80 Hinds 5 105928 HSIP-7312-00(003) January 1, 2006 August 31, 2010 0.24 11.62 206 March 19, 2011 December 31, 2014 0.31 12.89 157

Spillway Rd Guardrail Madison/Rankin 5 106171 HSIP-6945-00(008) January 1, 2006 August 31, 2011 0.88 0.48 40 March 31, 2012 December 31, 2014 0.36 0.69 28

I-20 Fr Bovina to Big Black River Warren 3 105943 HSIP-0020-01(196) January 1, 2006 August 31, 2010 1.25 0.13 40 July 30, 2011 December 31, 2014 0.51 0.18 45

I-55 Fr LA State Line to Lincoln Co Ln Pike January 1, 2006 August 31, 2010 1.22 0.09 65 July 19, 2011 December 31, 2014 1.05 0.21 120

I-55 Fr Pike Co Ln to Union St Bridge Lincoln January 1, 2006 August 31, 2010 0.71 0.06 35 July 19, 2011 December 31, 2014 0.63 0.25 109

I-55 Fr Copiah Co Ln to Byram Interchange Hinds 5 106025 HSIP-0055-02(215) January 1, 2006 October 6, 2010 1.64 0.05 42 June 19, 2011 December 31, 2014 0.72 0.14 58

I-20 Fr Smith Spur Rd to AL State Line Lauderdale 5 106026 HSIP-0020-02(081) January 1, 2006 October 6, 2010 1.44 0.08 16 June 12, 2011 December 31, 2014 0.52 0.26 33

Districtwide Cable Barrier Construction 2 106040 HSIP-0000-02(012) January 1, 2006 September 30, 2010 1.52 129 November 4, 2011 December 31, 2014 0.43 208 Did not capture crash rate da

Districtwide Cable Barrier Construction 2 106290 HSIP-0000-02(027) January 1, 2007 January 31, 2012 0.52 23 October 27, 2012 December 31, 2014 0.71 21

Districtwide Cable Barrier Construction 1 106020 HSIP-0000-01(007) January 1, 2006 August 31, 2010 1.05 200 October 29, 2011 December 31, 2014 0.42 444 Did not capture crash rate da

Districtwide Cable Barrier Construction 6 106027 HSIP-0000-06(004) January 1, 2006 October 6, 2010 1.26 196 November 11, 2011 December 31, 2014 0.39 322 Did not capture crash rate da

US 45 at CR 212 Clarke 6 106233 HSIP-0002-02(063) January 1, 2007 August 4, 2012 1.86 2.09 21 July 11, 2013 December 31, 2014 0 0 0

US 61 at Delta View Rd. Desoto 2 106173 HSIP-0009-06(013) January 1, 2007 October 31, 2012 1.63 0.47 16 September 11, 2013 December 31, 2014 0 0.12 1

MS 67 at Sangani - old configuration January 1, 2007 January 4, 2012 0.53 7.28 191

MS 67 at Sangani - east ramps (NB) July 25, 2013 December 31, 2014 0.2 5.56 54

MS 67 at Sangani - west ramps (SB) July 25, 2013 December 31, 2014 0.11 1.14 9

MS 67 at Sangani - east signal/Indian River Rd. July 25, 2013 December 31, 2014 0.1 2.39 30

MS 67 at Sangani - west signal/Promenade July 25, 2013 December 31, 2014 0.32 3.47 31

Kiln-Delisle at Vidalia Curb and Gutter Harrison 6 106225 HRRR-0024(23)B January 1, 2008 April 25, 2011 0.75 0.61 4 April 27, 2013 December 31, 2014 3 0.31 1

US 45 at Euclatubba Rd. Lee 1 102083 HSIP-0002-06(114) January 1, 2005 July 21, 2009 1.75 0.98 36 September 2, 2013 December 31, 2014 0 0.16 2

US 90 at Franklin Creek Rd Jackson 6 105913 HSIP-0003-01(182) January 1, 2007 September 4, 2012 1.69 1.06 32 June 29, 2013 December 31, 2014 2.33 0.75 6

US 84 at Ferguson Mill Rd. Lawrence 7 106242 HSIP-0015-02(092) January 1, 2007 October 14, 2012 2.27 1.93 22 September 8, 2013 December 31, 2014 1 0.42 1

US 49 Fr Campbell Loop to N 31st Forrest 6 106215 HSIP-0008-01(027) January 1, 2007 August 4, 2012 0.73 4.55 173 May 3, 2013 December 31, 2014 0.42 4.71 55

MS 198 Fr I-59 to US 49 Forrest/Lamar 6 102252 HSIP-6098-00(003) January 1, 2006 April 3, 2007 0.26 18.80 330 March 2, 2013 December 31, 2014 0.25 12.6 359

I-59 @ 16th Ave Jones 6 105735 HSIP-0059-02(020) January 1, 2007 August 4, 2012 0.17 3.62 60 October 13, 2013 December 31, 2014 0.21 8.12 28

US 45 Cable Barrier Lee 1 106416 HSIP-0002-06(020) January 1, 2007 August 31, 2012 1.81 21 August 10, 2013 December 31, 2014 0.42 59

Districtwide Cable Barrier Construction 3 106417 HSIP-0055-02(231) January 1, 2007 August 31, 2012 1.67 18 July 18, 2013 December 31, 2014 0.42 26

MS 35 at I-20 EB Ramps Scott 5 106357 HSIP-0023-02(056) January 1, 2007 October 31, 2012 1.19 0.97 26 November 2, 2013 December 31, 2014 0 0.91 5

Average 0.81 2.57 Average 0.55 2.17

Reduction 32% 16%

Local LEOs did not report crash during Before period.

US 49 in Forrest Co Forrest 6 105249 HSIP-0008-01(082) January 1, 2006 January 31, 2009 0.68 2.64 2065 February 2, 2010 December 31, 2013 0.58 2.40 2260 Traffic Study

While projects have been initated in this corridor, this project was a traffic study. If an individual project occurred on this corridor, it has been reported and will be tracked for evaluation.

Harrison 6 105281 HSIP-0064-01(027)/NHS-0022-01(075)

7 105973

HSIP-0003-01(149)

HSIP-0055-01(098)

Hinds

6

5

104917

105874

Jackson
 te
 2/11

 ata

 ata

 ata
Project External Severity Crash Total Severity Crash Total

Location County District Number Number Index Rate Crashes Index Rate Crashes

I-55 Fr Fortification to MS 25 Hinds 5 105329 HSIP-055-02(026) August 1, 2005 July 31, 2008 0.43 1.58 415 November 15, 2008 December 31, 2013 0.30 1.32 335 Evaulation Period Complete

I-220 Cable Barrier Hinds/Madison 5 105204 HSIP-0220-03(031) March 1, 2005 March 3, 2008 1.83 0.01 6 August 30, 2008 December 31, 2013 0.73 0.12 128 Evaulation Period Complete

I-10 Fr Hancock Co Ln to Wolf River Harrison 6 January 1, 2005 April 30, 2007 0.67 0.37 138 December 2, 2008 December 31, 2013 0.53 0.36 256 Evaulation Period Complete

I-10 Fr Diamondhead to Harrison Co Ln Hancock 6 January 1, 2005 April 30, 2007 0.33 0.43 33 December 2, 2008 December 31, 2013 0.58 0.49 81 Evaulation Period Complete

I-55 Fr Byram to McDowell Hinds 5 104906 HSIP-0055-02(203) January 1, 2005 May 31, 2007 0.37 1.09 343 November 2, 2009 December 31, 2014 0.46 1.14 787 Evaulation Period Complete

I-20 in Vicksburg City Limits (HO/ROR-L Crashes Only) Warren 3 104897 HSIP-0020-01(183) September 3, 2005 September 3, 2008 1.29 0.03 7 March 28, 2009 December 31, 2014 0.73 0.17 73 Evaulation Period Comple

I-55 Barrier Wall Extension Hinds 5 105658 HSIP-0055-02(207) August 5, 2006 August 4, 2009 0.58 1.15 252 November 25, 2009 December 31, 2014 0.39 1.28 487 Evaulation Period Complete

I-55 Fr Pearl St to Woodrow Wilson Hinds 5 104902 HSIP-0055-02(204) January 1, 2005 May 31, 2007 0.36 1.56 423 June 2, 2009 December 31, 2014 0.28 1.57 881 Evaulation Period Complete

US 49 from Stone CL to US 98 Forrest August 1, 2005 July 31, 2008 1.09 1.03 418 November 28, 2009 December 31, 2014 0.94 0.97 558 Evaulation Period Complete

US 49 from Bond to Forrest CL Stone August 1, 2005 July 31, 2008 1.35 0.65 17 November 28, 2009 December 31, 2014 1.12 0.62 33 Evaulation Period Complete

US 49 from Little Biloxi River to Saucier Harrison HSIP-0008-01(113) August 1, 2005 July 31, 2008 1.17 0.99 161 April 11, 2009 December 31, 2014 0.84 0.91 192 Evaulation Period Complete

I-55 from Pearl St to County Line Road Hinds 5 104166/303000 STP-0055-02(186) January 1, 2005 April 3, 2006 0.38 1.13 438 July 16, 2007 December 31, 2012 0.37 1.12 1819 Evaulation Period Complete

US 51 over Coldwater River Tate/DeSoto 2 103373 HSIP-2920-0(005) January 1, 2005 September 3, 2007 0.38 2.48 21 March 2, 2009 December 31, 2014 0.50 0.87 20 Evaulation Period Complete

US 49 from Pass Rd to Airport Road January 1, 2006 February 3, 2010 0.55 5.17 949 June 19, 2010 December 31, 2014 0.45 2.66 624

US 49 from Airport Road to Creosote Road January 1, 2006 September 11, 2009 0.34 17.00 631 June 19, 2010 December 31, 2014 0.37 11.19 380

US 49 from Landon to Dedeaux Road January 1, 2006 September 11, 2009 0.37 7.45 507 June 19, 2010 December 31, 2014 0.31 7.98 497

US 49 from Dedeaux Road to St Charles January 1, 2006 February 4, 2010 0.40 6.64 399 June 19, 2010 December 31, 2014 0.35 8.85 387

US 98, from Weathersby to Intestate 59 Lamar 6 104891, 105046

HSIP-0014-02(057)/STP0014-02(058) January 1, 2006 March 5, 2008 0.29 6.31 251 January 23, 2009 December 31, 2014 0.32 8.53 999 Evaulation Period Complete

I-110 Fr Biloxi Bay to I-10 Harrison 6 104947 HSIP-0110-01(026) January 1, 2006 March 3, 2010 0.54 1.61 290 May 2, 2011 December 31, 2014 0.45 0.64 114

MS 481 Realign Curve South of I-20 Scott 5 104898 HSIP-0331-00(012) January 1, 2006 December 31, 2009 0.33 6.00 3 November 2, 2011 December 31, 2014 0.5 4.44 2

MS 25 from Monroe CL/Gaddy Rd Itawamba 1 105736 HSIP-0040-02(031) January 1, 2006 August 31, 2010 1.12 2.08 99 April 30, 2011 December 31, 2014 1.1 1.99 79

MS 27 Fr Warren to Copiah Co. Ln. HSIP-0054-02(023) January 1, 2006 July 31, 2010 0.90 1.38 177 June 1, 2011 December 31, 2014 0.38 1.17 104

I-20 at Norrell HSIP-0020-01(194) January 1, 2006 July 31, 2010 1.00 2.90 8 June 1, 2011 December 31, 2014 1.17 2.95 6

MS 13 W of Gunther Rd to Forrest Co Ln Pearl River 6 105911 HSIP-0023-01(075) January 1, 2006 September 6, 2010 0.82 7.81 66 April 5, 2011 December 31, 2014 1 1.08 5

Springridge Rd Btw I-20 and US 80 Hinds 5 105928 HSIP-7312-00(003) January 1, 2006 August 31, 2010 0.24 11.62 206 March 19, 2011 December 31, 2014 0.31 12.89 157

Spillway Rd Guardrail Madison/Rankin 5 106171 HSIP-6945-00(008) January 1, 2006 August 31, 2011 0.88 0.48 40 March 31, 2012 December 31, 2014 0.36 0.69 28

I-20 Fr Bovina to Big Black River Warren 3 105943 HSIP-0020-01(196) January 1, 2006 August 31, 2010 1.25 0.13 40 July 30, 2011 December 31, 2014 0.51 0.18 45

I-55 Fr LA State Line to Lincoln Co Ln Pike January 1, 2006 August 31, 2010 1.22 0.09 65 July 19, 2011 December 31, 2014 1.05 0.21 120

I-55 Fr Pike Co Ln to Union St Bridge Lincoln January 1, 2006 August 31, 2010 0.71 0.06 35 July 19, 2011 December 31, 2014 0.63 0.25 109

I-55 Fr Copiah Co Ln to Byram Interchange Hinds 5 106025 HSIP-0055-02(215) January 1, 2006 October 6, 2010 1.64 0.05 42 June 19, 2011 December 31, 2014 0.72 0.14 58

I-20 Fr Smith Spur Rd to AL State Line Lauderdale 5 106026 HSIP-0020-02(081) January 1, 2006 October 6, 2010 1.44 0.08 16 June 12, 2011 December 31, 2014 0.52 0.26 33

Districtwide Cable Barrier Construction 2 106040 HSIP-0000-02(012) January 1, 2006 September 30, 2010 1.52 129 November 4, 2011 December 31, 2014 0.43 208 Did not capture crash rate da

Districtwide Cable Barrier Construction 2 106290 HSIP-0000-02(027) January 1, 2007 January 31, 2012 0.52 23 October 27, 2012 December 31, 2014 0.71 21

Districtwide Cable Barrier Construction 1 106020 HSIP-0000-01(007) January 1, 2006 August 31, 2010 1.05 200 October 29, 2011 December 31, 2014 0.42 444 Did not capture crash rate da

Districtwide Cable Barrier Construction 6 106027 HSIP-0000-06(004) January 1, 2006 October 6, 2010 1.26 196 November 11, 2011 December 31, 2014 0.39 322 Did not capture crash rate da

US 49 Fr Campbell Loop to N 31st Forrest 6 106215 HSIP-0008-01(027) January 1, 2007 August 4, 2012 0.73 4.55 173 May 3, 2013 December 31, 2014 0.42 4.71 55

MS 198 Fr I-59 to US 49 Forrest/Lamar 6 102252 HSIP-6098-00(003) January 1, 2006 April 3, 2007 0.26 18.80 330 March 2, 2013 December 31, 2014 0.25 12.6 359

US 45 Cable Barrier Lee 1 106416 HSIP-0002-06(020) January 1, 2007 August 31, 2012 1.81 21 August 10, 2013 December 31, 2014 0.42 59

Districtwide Cable Barrier Construction 3 106417 HSIP-0055-02(231) January 1, 2007 August 31, 2012 1.67 18 July 18, 2013 December 31, 2014 0.42 26

Average 0.85 3.42 Average 0.56 2.86

Reduction 34% 16%

Local LEOs did not report crash during Before period.

US 49 in Forrest Co Forrest 6 105249 HSIP-0008-01(082) January 1, 2006 January 31, 2009 0.68 2.64 2065 February 2, 2010 December 31, 2013 0.58 2.40 2260 Traffic Study

While projects have been initated in this corridor, this project was a traffic study. If an individual project occurred on this corridor, it has been reported and will be tracked for evaluation.

104948 HSIP-0010-01(128)

Before Period After Period

Analysis Dates Analysis Dates

Harrison 6 105495 HSIP-0008-01(119)

6 105326 HSIP-0008-01(112)

HSIP-0055-01(098)

Hinds 5 105874

7 105973
 

 

 

 

 

 te

 

 

 

 

 

 

 

 

 ata

 ata

 ata
Project External Severity Crash Total Severity Crash Total

Location County District Number Number Index Rate Crashes Index Rate Crashes

US 49 at Lyman Project Office Harrison 6 104923 HSIP-0008-01(105) January 1, 2005 August 3, 2007 0.75 0.45 4 December 22, 2007 December 31, 2013 0.70 1.21 10 Evaulation Period Complete

US 51 at Madison Ave. January 1, 2005 November 3, 2007 0.24 2.18 42 July 1, 2008 December 31, 2013 0.21 1.14 58 Evaulation Period Complete

US 51 at McClellan January 1, 2005 November 3, 2007 0.33 0.14 3 July 1, 2008 December 31, 2013 0.55 0.42 20 Evaulation Period Complete

US 51 at Olympic Way January 1, 2005 November 3, 2007 0.47 0.93 15 July 1, 2008 December 31, 2013 0.93 0.38 14 Evaulation Period Complete

US 49 at MS 22 Madison 5 106022 HSIP-0024-01(112) January 1, 2006 June 3, 2011 0.93 1.03 27 May 16, 2012 December 31, 2014 1.63 0.62 8

MS 35 at Red Dog Rd Leake 5 104905 HSIP-0023-02(046) January 1, 2005 August 3, 2007 1.60 1.18 10 April 2, 2008 December 31, 2013 0.60 0.24 5 Evaulation Period Complete

MS 15 at Fork Rd Neshoba 5 104900 HSIP-0022-02(050) January 1, 2005 June 3, 2007 1.31 1.86 13 September 22, 2007 December 31, 2012 0.57 1.02 14 Evaulation Period Complete

Lamar St at MS 6/US 78 EB Ramps Lafayette 2 January 1, 2005 May 31, 2007 0.32 1.26 28 August 18, 2007 December 31, 2012 0.24 1.94 63 Evaulation Period Complete

Lamar St at MS 6/US 78 WB Ramps Lafayette 2 January 1, 2005 May 31, 2007 0.20 0.81 10 August 18, 2007 December 31, 2012 0.36 0.63 14 Evaulation Period Complete

MS 609 at Shore Dr. Jackson 6 104850 HSIP-9385-00(011) January 1, 2005 May 31, 2007 2.25 0.12 4 March 29, 2008 December 31, 2013 0.58 0.33 24 Evaulation Period Complete

MS 609 at I-10 Ramps Jackson 6 101204/305000 STP-0010-01(119)N January 1, 2005 August 31, 2006 0.57 3.95 106 November 2, 2008 December 31, 2013 0.28 2.19 156 Evaulation Period Complete

MS 57 at I-10 Ramps Jackson 6 101204/304000 STP/NH-0010-01(120)N January 1, 2005 September 3, 2006 0.60 3.50 50 December 2, 2008 December 31, 2013 0.37 2.37 90 Evaulation Period Complete

US 90 at MS 607 Hancock 6 105542 HSIP-0003-01(146) January 1, 2006 January 3, 2012 1.60 0.72 15 November 13, 2012 December 31, 2014 1.67 1.58 12

US 49 at W. Wortham Rd/Grand Way Blvd. Harrison 6 106213 HSIP-0008-01(124) January 1, 2006 March 4, 2012 1.00 1.10 44 January 1, 2013 December 31, 2014 2.24 1.27 17

MS 67 at Lickskillet Rd. Harrison 6 105961 HSIP-0064-01(028) January 1, 2006 July 3, 2011 1.54 2.85 70 March 1, 2012 December 31, 2014 1.07 0.90 15

US 98 at MS 29 Perry 6 104892 HSIP-0014-03(061) February 1, 2005 February 3, 2008 0.21 1.79 24 November 29, 2008 December 31, 2013 1.50 0.28 6 Evaulation Period Complete

US 98 at Old MS 63 North George 6 105941 HSIP-0014-03(062) January 1, 2007 December 31, 2011 2.31 4.83 68 June 6, 2012 December 31, 2014 0.67 0.81 6

I-10 at Cedar Lake Rd. Harrison 6 105944 HSIP-0010-01(044) January 1, 2006 October 3, 2011 0.79 0.77 106 June 8, 2012 December 31, 2014 0.66 0.56 37

MS 589 at Old Hwy 24 Lamar 6 104654 HSIP-1164-00(013) November 1, 2005 October 31, 2008 0.58 2.27 12 August 1, 2009 December 31, 2014 0.00 1.52 11 Evaulation Period Complete

MS 145 at MS 513 Clarke 6 101614 HSIP-0002-02(043) July 4, 2005 July 3, 2008 0.25 0.64 4 April 23, 2009 December 31, 2014 0.00 0.32 4 Evaulation Period Complete

US 72 at MS 15 Tippah 1 104890 HSIP-0007-01(073) June 20, 2004 June 19, 2007 1.00 1.36 18 July 2, 2009 December 31, 2014 1.10 0.83 21 Evaulation Period Complete

US 49 at (old) MS 67 in Saucier Harrison 6 105209 HSIP-0008-01(109) January 1, 2005 May 5, 2008 2.15 1.22 26 April 2, 2009 December 31, 2014 0.33 0.17 6 Evaulation Period Complete

MS 25 South of Fulton (Turn lane) Itawamba 1 104799 HSIP-0040-02(030) January 1, 2005 June 4, 2007 0.70 2.82 10 June 2, 2009 December 31, 2014 0.54 1.63 13 Evaulation Period Complete

US 11 at 2nd/Goodyear 0.13 1.17 39 0.24 1.00 17

US 11 at Bruce/Jackson Landing 0.39 1.53 33 0.50 1.03 12

US 11 at Canal St. 0.28 1.67 57 0.63 0.93 16

US 11 at Memorial Blvd/MS 43 S 0.26 3.46 95 0.10 0.71 10

US 11 at Fourth/N. Main 0.08 0.94 24 0.00 0.61 9

I-55 Byram Interchange (SB Rear End Crashes Only) Hinds 5 105657 HSIP-0055-02(205) January 1, 2006 March 3, 2009 0.43 0.77 14 December 1, 2010 December 31, 2014 0.4 0.55 10

MS 15 at MS 32 Chickasaw 1 105548 HSIP-0022-03(024) January 1, 2006 October 31, 2009 1.24 2.27 17 July 1, 2010 December 31, 2014 1.06 2.21 18

MS 18 @ Seven Springs/Palestine Rd January 1, 2006 October 3, 2009 0.92 2.18 36 October 2, 2010 December 31, 2014 0.63 1.67 16

MS 18 @ Hinds Blvd January 1, 2006 October 3, 2009 0.88 0.47 8 October 2, 2010 December 31, 2014 0.44 0.97 9

MS 18 @ County Farm Rd January 1, 2006 October 30, 2009 0.65 0.88 17 October 2, 2010 December 31, 2014 0.43 0.75 14

MS 25 at I-55 E. Frontage Rd. 0.24 2.23 137 0.18 1.97 136

MS 25 at Cool Papa Bell Rd. 0.35 1.75 92 0.25 1.13 73

MS 25 at Lakeland Terrace/Lakeland Ln. 0.28 0.59 46 0.25 0.86 68

MS 25 at Ridgewood Rd. 0.22 1.98 188 0.23 1.69 164

MS 25 at Lakeland Cir 0.26 0.90 76 0.25 0.6 55

MS 25 at River Bend 0.45 0.62 51 0.26 0.89 80

MS 25 at Tree Tops 0.35 1.09 113 0.2 0.98 91

MS 25 at Layfair 0.30 0.66 54 0.09 0.64 55

MS 25 at River Oaks 0.51 1.24 107 0.28 1.25 116

MS 25 at N. Flowood Dr. 0.40 0.63 52 0.19 0.74 63

MS 25 at Flynt Dr. 0.37 0.85 60 0.2 0.78 59

MS 25 at MS 475 0.38 2.72 229 0.2 2.5 236

MS 42 at Petal HS (Mulberry to Trailwood) Forrest 6 104896 HSIP-0063-02(024) January 1, 2006 November 3, 2007 0.10 2.48 10 November 2, 2010 December 31, 2014 0.85 1.88 20

US 45 @ Hamilton Rd Monroe 1 105554 HSIP-0025-00(066) January 1, 2006 November 3, 2009 1.16 4.01 38 July 16, 2010 December 31, 2014 1.71 1.3 17

US 72 @ CR 218/306/Central School Rd/Old 72 Alcorn 1 105553 HSIP-0007-01(075) January 1, 2006 October 3, 2009 1.45 2.16 49 June 1, 2010 December 31, 2014 0.27 1.66 26

US 84 @ Jackson-Liberty Rd Lincoln 7 105742 HSIP-0015-01(066) January 1, 2006 September 30, 2009 1.29 1.77 17 November 2, 2010 December 31, 2014 1.29 0.68 7

US 98 from MS 589 to Weathersby Lamar 6 104891 HSIP-0014-02(056) January 1, 2006 January 3, 2008 0.43 3.46 524 July 11, 2010 December 31, 2014 0.43 3.37 1203

US 98/Hardy Fr Westover to I-59 (including SB Ramp) Lamar 6 105413 HSIP-0014-02(062) January 1, 2006 May 3, 2011 0.22 28.15 467 September 7, 2012 December 31, 2014 0.3 37.38 264

MS 18 @ Midway Rd Hinds 5 105873 HSIP-0039-02(045) January 1, 2006 April 6, 2011 1.67 1.27 36 November 19, 2011 December 31, 2014 0.29 0.97 17

MS 35 @ MS 28 East of Mize Smith 7 103891 HSIP-0023-01(072) January 1, 2006 January 4, 2009 0.50 0.91 6 June 2, 2011 December 31, 2014 0.4 0.69 5

MS 15 @ US 84 in Laurel Jones 6 103289 HSIP-0022-01(056) January 1, 2006 September 27, 2010 0.25 1.63 121 November 19, 2011 December 31, 2014 0.33 1.8 89

US 90 at Hospital/Ocean Springs Rd SOUTH January 1, 2006 September 3, 2009 0.23 3.43 161 January 12, 2011 December 31, 2014 0.31 1.72 99

US 90 at Hospital/Ocean Springs Rd NORTH January 12, 2011 December 31, 2014 0.28 1.75 94 Road did not exist before 1/12/11

US 49 @ Southgate/Anderson Forrest 6 105875 HSIP-0008-01(121) January 1, 2006 August 31, 2010 0.98 1.71 47 May 1, 2011 December 31, 2014 0.91 1.56 34

US 45 at CR 212 Clarke 6 106233 HSIP-0002-02(063) January 1, 2007 August 4, 2012 1.86 2.09 21 July 11, 2013 December 31, 2014 0 0 0

US 61 at Delta View Rd. Desoto 2 106173 HSIP-0009-06(013) January 1, 2007 October 31, 2012 1.63 0.47 16 September 11, 2013 December 31, 2014 0 0.12 1

MS 67 at Sangani - old configuration Harrison 6 105281 HSIP-0064-01(027) NHS-00 January 1, 2007 January 4, 2012 0.53 7.28 191

MS 67 at Sangani - east ramps (NB) July 25, 2013 December 31, 2014 0.2 5.56 54

MS 67 at Sangani - west ramps (SB) July 25, 2013 December 31, 2014 0.11 1.14 9

MS 67 at Sangani - east signal/Indian River Rd. July 25, 2013 December 31, 2014 0.1 2.39 30

MS 67 at Sangani - west signal/Promenade July 25, 2013 December 31, 2014 0.32 3.47 31

Kiln-Delisle at Vidalia Curb and Gutter Harrison 6 106225 HRRR-0024(23)B January 1, 2008 April 25, 2011 0.75 0.61 4 April 27, 2013 December 31, 2014 3 0.31 1

US 45 at Euclatubba Rd. Lee 1 102083 HSIP-0002-06(114) January 1, 2005 July 21, 2009 1.75 0.98 36 September 2, 2013 December 31, 2014 0 0.16 2

US 90 at Franklin Creek Rd Jackson 6 105913 HSIP-0003-01(182) January 1, 2007 September 4, 2012 1.69 1.06 32 June 29, 2013 December 31, 2014 2.33 0.75 6

US 84 at Ferguson Mill Rd. Lawrence 7 106242 HSIP-0015-02(092) January 1, 2007 October 14, 2012 2.27 1.93 22 September 8, 2013 December 31, 2014 1 0.42 1

US 49 Fr Campbell Loop to N 31st Forrest 6 106215 HSIP-0008-01(027) January 1, 2007 August 4, 2012 0.73 4.55 173 May 3, 2013 December 31, 2014 0.42 4.71 55

MS 198 Fr I-59 to US 49 Forrest/Lamar 6 102252 HSIP-6098-00(003) January 1, 2006 April 3, 2007 0.26 18.80 330 March 2, 2013 December 31, 2014 0.25 12.6 359

I-59 @ 16th Ave Jones 6 105735 HSIP-0059-02(020) January 1, 2007 August 4, 2012 0.17 3.62 60 October 13, 2013 December 31, 2014 0.21 8.12 28

MS 35 at I-20 EB Ramps Scott 5 106357 HSIP-0023-02(056) January 1, 2007 October 31, 2012 1.19 0.97 26 November 2, 2013 December 31, 2014 0 0.91 5

After Period

Analysis Dates Analysis Dates

Before Period

105558 HSIP-0056-01(069) January 1, 2006 December 31, 2009

January 1, 2006 April 3, 2011 February 12, 2012 December 31, 2014

October 1, 2012 December 31, 2014

Madison 5 104904 HSIP-7304-00(008)

102481 HSIP-0070-04(014)

Pearl River 6 102246 STP-2170-00(012)

Hinds 5 105539 HSIP-0039-02(043)

HSIP-0003-01(149)

5

Hinds

Rankin

Jackson 6 104917
Average 0.78 2.41 Average 0.55 2.00

Reduction 29% 17%

US 49 in Forrest Co Forrest 6 105249 HSIP-0008-01(082) January 1, 2006 January 31, 2009 0.68 2.64 2065 February 2, 2010 December 31, 2013 0.58 2.40 2260 Traffic Study

While projects have been initated in this corridor, this project was a traffic study. If an individual project occurred on this corridor, it has been reported and will be tracked for evaluation.
Project External Severity Crash Total Severity Crash Total

Location County District Number Number Index Rate Crashes Index Rate Crashes

US 51 at Madison Ave. January 1, 2005 November 3, 2007 0.24 2.18 42 July 1, 2008 December 31, 2013 0.21 1.14 58 Evaulation Period Complete

US 51 at McClellan January 1, 2005 November 3, 2007 0.33 0.14 3 July 1, 2008 December 31, 2013 0.55 0.42 20 Evaulation Period Complete

US 51 at Olympic Way January 1, 2005 November 3, 2007 0.47 0.93 15 July 1, 2008 December 31, 2013 0.93 0.38 14 Evaulation Period Complete

US 49 at MS 22 Madison 5 106022 HSIP-0024-01(112) January 1, 2006 June 3, 2011 0.93 1.03 27 May 16, 2012 December 31, 2014 1.63 0.62 8

MS 609 at Shore Dr. Jackson 6 104850 HSIP-9385-00(011) January 1, 2005 May 31, 2007 2.25 0.12 4 March 29, 2008 December 31, 2013 0.58 0.33 24 Evaulation Period Complete

MS 609 at I-10 Ramps Jackson 6 101204/305000 STP-0010-01(119)N January 1, 2005 August 31, 2006 0.57 3.95 106 November 2, 2008 December 31, 2013 0.28 2.19 156 Evaulation Period Complete

MS 57 at I-10 Ramps Jackson 6 101204/304000 STP/NH-0010-01(120)N January 1, 2005 September 3, 2006 0.60 3.50 50 December 2, 2008 December 31, 2013 0.37 2.37 90 Evaulation Period Complete

US 49 at W. Wortham Rd/Grand Way Blvd. Harrison 6 106213 HSIP-0008-01(124) January 1, 2006 March 4, 2012 1.00 1.10 44 January 1, 2013 December 31, 2014 2.24 1.27 17

MS 67 at Lickskillet Rd. Harrison 6 105961 HSIP-0064-01(028) January 1, 2006 July 3, 2011 1.54 2.85 70 March 1, 2012 December 31, 2014 1.07 0.90 15

US 98 at MS 29 Perry 6 104892 HSIP-0014-03(061) February 1, 2005 February 3, 2008 0.21 1.79 24 November 29, 2008 December 31, 2013 1.50 0.28 6 Evaulation Period Complete

MS 589 at Old Hwy 24 Lamar 6 104654 HSIP-1164-00(013) November 1, 2005 October 31, 2008 0.58 2.27 12 August 1, 2009 December 31, 2014 0.00 1.52 11 Evaulation Period Complete

US 72 at MS 15 Tippah 1 104890 HSIP-0007-01(073) June 20, 2004 June 19, 2007 1.00 1.36 18 July 2, 2009 December 31, 2014 1.10 0.83 21 Evaulation Period Complete

US 49 at (old) MS 67 in Saucier Harrison 6 105209 HSIP-0008-01(109) January 1, 2005 May 5, 2008 2.15 1.22 26 April 2, 2009 December 31, 2014 0.33 0.17 6 Evaulation Period Complete

US 11 at 2nd/Goodyear 0.13 1.17 39 0.24 1.00 17

US 11 at Bruce/Jackson Landing 0.39 1.53 33 0.50 1.03 12

US 11 at Canal St. 0.28 1.67 57 0.63 0.93 16

US 11 at Memorial Blvd/MS 43 S 0.26 3.46 95 0.10 0.71 10

US 11 at Fourth/N. Main 0.08 0.94 24 0.00 0.61 9

MS 18 @ Seven Springs/Palestine Rd January 1, 2006 October 3, 2009 0.92 2.18 36 October 2, 2010 December 31, 2014 0.63 1.67 16

MS 18 @ Hinds Blvd January 1, 2006 October 3, 2009 0.88 0.47 8 October 2, 2010 December 31, 2014 0.44 0.97 9

MS 18 @ County Farm Rd January 1, 2006 October 30, 2009 0.65 0.88 17 October 2, 2010 December 31, 2014 0.43 0.75 14

MS 25 at I-55 E. Frontage Rd. 0.24 2.23 137 0.18 1.97 136

MS 25 at Cool Papa Bell Rd. 0.35 1.75 92 0.25 1.13 73

MS 25 at Lakeland Terrace/Lakeland Ln. 0.28 0.59 46 0.25 0.86 68

MS 25 at Ridgewood Rd. 0.22 1.98 188 0.23 1.69 164

MS 25 at Lakeland Cir 0.26 0.90 76 0.25 0.6 55

MS 25 at River Bend 0.45 0.62 51 0.26 0.89 80

MS 25 at Tree Tops 0.35 1.09 113 0.2 0.98 91

MS 25 at Layfair 0.30 0.66 54 0.09 0.64 55

MS 25 at River Oaks 0.51 1.24 107 0.28 1.25 116

MS 25 at N. Flowood Dr. 0.40 0.63 52 0.19 0.74 63

MS 25 at Flynt Dr. 0.37 0.85 60 0.2 0.78 59

MS 25 at MS 475 0.38 2.72 229 0.2 2.5 236

MS 42 at Petal HS (Mulberry to Trailwood) Forrest 6 104896 HSIP-0063-02(024) January 1, 2006 November 3, 2007 0.10 2.48 10 November 2, 2010 December 31, 2014 0.85 1.88 20

US 45 @ Hamilton Rd Monroe 1 105554 HSIP-0025-00(066) January 1, 2006 November 3, 2009 1.16 4.01 38 July 16, 2010 December 31, 2014 1.71 1.3 17

US 72 @ CR 218/306/Central School Rd/Old 72 Alcorn 1 105553 HSIP-0007-01(075) January 1, 2006 October 3, 2009 1.45 2.16 49 June 1, 2010 December 31, 2014 0.27 1.66 26

US 98 from MS 589 to Weathersby Lamar 6 104891 HSIP-0014-02(056) January 1, 2006 January 3, 2008 0.43 3.46 524 July 11, 2010 December 31, 2014 0.43 3.37 1203

MS 18 @ Midway Rd Hinds 5 105873 HSIP-0039-02(045) January 1, 2006 April 6, 2011 1.67 1.27 36 November 19, 2011 December 31, 2014 0.29 0.97 17

MS 15 @ US 84 in Laurel Jones 6 103289 HSIP-0022-01(056) January 1, 2006 September 27, 2010 0.25 1.63 121 November 19, 2011 December 31, 2014 0.33 1.8 89

US 90 at Hospital/Ocean Springs Rd SOUTH January 1, 2006 September 3, 2009 0.23 3.43 161 January 12, 2011 December 31, 2014 0.31 1.72 99

US 90 at Hospital/Ocean Springs Rd NORTH January 12, 2011 December 31, 2014 0.28 1.75 94 Road did not exist before 1/12/11

US 49 @ Southgate/Anderson Forrest 6 105875 HSIP-0008-01(121) January 1, 2006 August 31, 2010 0.98 1.71 47 May 1, 2011 December 31, 2014 0.91 1.56 34

US 61 at Delta View Rd. Desoto 2 106173 HSIP-0009-06(013) January 1, 2007 October 31, 2012 1.63 0.47 16 September 11, 2013 December 31, 2014 0 0.12 1

MS 198 Fr I-59 to US 49 Forrest/Lamar 6 102252 HSIP-6098-00(003) January 1, 2006 April 3, 2007 0.26 18.80 330 March 2, 2013 December 31, 2014 0.25 12.6 359

MS 35 at I-20 EB Ramps Scott 5 106357 HSIP-0023-02(056) January 1, 2007 October 31, 2012 1.19 0.97 26 November 2, 2013 December 31, 2014 0 0.91 5

Average 0.66 2.05 Average 0.49 1.42

Reduction 26% 31%

US 49 in Forrest Co Forrest 6 105249 HSIP-0008-01(082) January 1, 2006 January 31, 2009 0.68 2.64 2065 February 2, 2010 December 31, 2013 0.58 2.40 2260 Traffic Study

While projects have been initated in this corridor, this project was a traffic study. If an individual project occurred on this corridor, it has been reported and will be tracked for evaluation.

Madison 5 104904 HSIP-7304-00(008)

After Period

Analysis Dates Analysis Dates

Before Period

Pearl River 6 102246 STP-2170-00(012) April 3, 2011 February 12, 2012 December 31, 2014

Hinds 5 105539 HSIP-0039-02(043)

January 1, 2006

October 1, 2012 December 31, 2014

Hinds

Rankin

Jackson 6 104917 HSIP-0003-01(149)

5 105558 HSIP-0056-01(069) January 1, 2006 December 31, 2009
Project External Severity Crash Total Severity Crash Total

Location County District Number Number Index Rate Crashes Index Rate Crashes

I-220 Cable Barrier Hinds/Madison 5 105204 HSIP-0220-03(031) March 1, 2005 March 3, 2008 1.83 0.01 6 August 30, 2008 December 31, 2013 0.73 0.12 128 Evaulation Period Complete

I-20 in Vicksburg City Limits (HO/ROR-L Crashes Only) Warren 3 104897 HSIP-0020-01(183) September 3, 2005 September 3, 2008 1.29 0.03 7 March 28, 2009 December 31, 2014 0.73 0.17 73 Evaulation Period Complete

I-110 Fr Biloxi Bay to I-10 Harrison 6 104947 HSIP-0110-01(026) January 1, 2006 March 3, 2010 0.54 1.61 290 May 2, 2011 December 31, 2014 0.45 0.64 114

I-20 Fr Bovina to Big Black River Warren 3 105943 HSIP-0020-01(196) January 1, 2006 August 31, 2010 1.25 0.13 40 July 30, 2011 December 31, 2014 0.51 0.18 45

I-55 Fr LA State Line to Lincoln Co Ln Pike January 1, 2006 August 31, 2010 1.22 0.09 65 July 19, 2011 December 31, 2014 1.05 0.21 120

I-55 Fr Pike Co Ln to Union St Bridge Lincoln January 1, 2006 August 31, 2010 0.71 0.06 35 July 19, 2011 December 31, 2014 0.63 0.25 109

I-55 Fr Copiah Co Ln to Byram Interchange Hinds 5 106025 HSIP-0055-02(215) January 1, 2006 October 6, 2010 1.64 0.05 42 June 19, 2011 December 31, 2014 0.72 0.14 58

I-20 Fr Smith Spur Rd to AL State Line Lauderdale 5 106026 HSIP-0020-02(081) January 1, 2006 October 6, 2010 1.44 0.08 16 June 12, 2011 December 31, 2014 0.52 0.26 33

Districtwide Cable Barrier Construction 2 106040 HSIP-0000-02(012) January 1, 2006 September 30, 2010 1.52 129 November 4, 2011 December 31, 2014 0.43 208 Did not capture crash rate da

Districtwide Cable Barrier Construction 2 106290 HSIP-0000-02(027) January 1, 2007 January 31, 2012 0.52 23 October 27, 2012 December 31, 2014 0.71 21

Districtwide Cable Barrier Construction 1 106020 HSIP-0000-01(007) January 1, 2006 August 31, 2010 1.05 200 October 29, 2011 December 31, 2014 0.42 444 Did not capture crash rate da

Districtwide Cable Barrier Construction 6 106027 HSIP-0000-06(004) January 1, 2006 October 6, 2010 1.26 196 November 11, 2011 December 31, 2014 0.39 322 Did not capture crash rate da

US 45 Cable Barrier Lee 1 106416 HSIP-0002-06(020) January 1, 2007 August 31, 2012 1.81 21 August 10, 2013 December 31, 2014 0.42 59

Districtwide Cable Barrier Construction 3 106417 HSIP-0055-02(231) January 1, 2007 August 31, 2012 1.67 18 July 18, 2013 December 31, 2014 0.42 26

Average 1.27 0.26 Average 0.58 0.25

Reduction 54% 4%

Local LEOs did not report crash during Before period.

7 105973 HSIP-0055-01(098)

Before Period After Period

Analysis Dates Analysis Dates
ata

ata

ata