### IDEM INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT We ProtectHoosiers and Our Environment. Michael R. Pence 100 North Senate Avenue Governor Indianapolis, Indiana 46204 (317) 232-8603 Thomas W. Easterly Toll Free (800) 451-6027 Commissioner www.idem.IN

.gov



### Ms. Susan Hedman Regional Administrator U

.S. Environmental Protection Agency Region 5 77 West Jackson Boulevard Chicago, IL 60604-3950

Dear Ms. Hedman: May 14, 2013

Re: Request to Parallel Process the Draft MOBILE6.2 to MOVES MVEB Replacement Update to the Maintenance Plan for the 1997 8-Hour Ozone Standard for Vanderburgh and Warrick Counties, Indiana

The Indiana Department of Environmental Management (IDEM) submits the enclosed MOBILE6.2 to Motor Vehicle Emissions Simulator (MOVES) Motor Vehicle Emissions Budget (MVEB) replacement update to the maintenance plan for the 1997 8- hour ozone standard for Vanderburgh and Warrick counties, Indiana. The United States Environmental Protection Agency (U.S. EPA) approved the Request for Redesignation and Maintenance Plan for Ozone Attainment in the 8-Hour Ozone Basic Nonattainment Area, for Vanderburgh and Warrick counties, Indiana, submitted by IDEM on June 2, 2005, with an effective date of January 30, 2006. IDEM requests that U.S. EPA parallel process this draft MVEB replacement submittal for approval into Indiana's State Implementation Plan

. IDEM is providing an opportunity for a public hearing on the MVEB replacement update to the maintenance plan for the 1997 8-hour ozone standard for Vanderburgh and Warrick counties, Indiana, if a public hearing request is received by June 12, 2013

. A hearing has been scheduled for June 20, 2013. If a request for a public hearing is not received by June 12, 2013, the hearing will be cancelled. IDEM is providing a 30 day comment period on this update, with the public comment period ending on June 21, 2013. The final submittal of the MVEB update for the maintenance plan for the 1997 8- hour ozone standard for Vanderburgh and Warrick counties, Indiana will document the public review process, including a detailed summary of and response to substantive comments

.

Recycled Pa per 

### (i} An E qual Opportunity Employer Ple ase Rec ycle 

## 0

### Ms. Hedman Page 2
This MOBILE6.2 to MOVES MVEB replacement update incorporates on road emission estimates and revised MVEBs using U.S. EPA's recently adopted MOVES model. The onroad emission estimates were calculated using the MOVES-based emission factors and data extracted from the Vanderburgh and Warrick counties, Indiana, area's travel-demand model.
MVEBs are being revised in anticipation of the mandatory use of the MOVES model in future transportation conformity determinations. Preliminary use of the new model indicates that emission estimates can be considerably different than similar calculations using MOBILE6.2, which was used to create the MVEBs in the original1997 8-hour ozone maintenance plan.
Onroad safety margins, established through the interagency consultation process, are included for nitrogen oxides (NOx) and volatile organic compounds (VOCs). These onroad safety margins are allocated to on road emission estimates in order to account for the wide array of assumptions that are factored into the calculation process. With the addition of onroad safety margins applied to mobile sources, the Vanderburgh and Warrick counties, Indiana, ozone maintenance area will continue to remain well below the overall safety margins for all sources. MVEBs are also constrained to ensure that total NOx and VOC emissions (i.e., all source categories) do not exceed attainment year emissions to ensure continued maintenance of the 1997 8-hour ozone standard.

This submittal consists of one (1) hard copy of the required documentation. An electronic version of the submittal in PDF format that is identical to the hard copy has been sent to Pamela Blakley, Chief of U.S. EPA Region 5's Control Strategies Section.

IDEM respectfully requests that U.S. EPA proceed with preliminary review of the MOBILE6.2 to MOVES MVEB replacement update and revised transportation conformity budgets and approval into Indiana's State Implementation Plan for the Vanderburgh and Warrick counties, Indiana, maintenance area under the 1997 8-hour ozone standard. If you have any questions or need additional information, please contact Scott Deloney, Chief, Air Programs Branch, at (317) 233-5694.

KB/sad/sms

Enclosures: Sincerely, 

# /(cJI'- 

# 6

<;_v 

# 6)

Keith Baugues Assistant Commissioner Office of Air Quality

MOBILE6.2 to MOVES MVEB Replacement Update to the Request for Redesignation and Maintenance Plan for Ozone Attainment in the 8-Hour Ozone Basic Nonattainment Area for Vanderburgh and Warrick Counties, Indiana and Appendices. Electronic MOVES-based modeling input and output data files.

### Ms. Hedman Page 3

cc: Doug Aburano, U.S. EPA Region 5 (no enclosures) Steve Rosenthal, U.S. EPA Region 5 (no enclosures) Ed Doty, U.S. EPA Region 5 (no enclosures) Pam Blakley, U.S. EPA Region 5 (no enclosures) Anthony Maietta, U.S. EPA Region 5 (no enclosures) Seyed Shokouhzadeh, EMPO (w/ enclosures) Keith Baugues, IDEM-OAQ (no enclosures) Scott Deloney, IDEM (no enclosures) Shawn Seals, IDEM (w/ enclosures)

### LEGAL NOTICE OF PUBLIC HEARING

Motor Vehicle Emission Budgets Replacement Update to the Maintenance Plan for the 1997 8-Hour Ozone Standard for Vanderburgh and Warrick Counties, Indiana

Notice is hereby given under 40 CFR 51.102 that the Indiana Department of Environmental Management (IDEM) is accepting written comment and providing an oppmtunity for public hearing regarding the Motor Vehicle Emission Budget (MVEB) replacement update to the maintenance plan for the 1997 8-hour ozone standard for Vanderburgh and Warrick counties, Indiana. Onroad emissions for the original submittals were calculated using the MOBILE6.2 mobile model and are now being replaced with the United States Environmental Protection Agency's (U.S. EPA's) recently adopted Motor Vehicle Emissions Simulator (MOVES) mobile model. All interested persons are invited and will be given reasonable opportunity to express their views concerning the submittal ofthe proposed MVEB replacement update to the Vanderburgh and Warrick counties, Indiana, maintenance areas for the 1997 8-hour
ozone standard.

The purpose ofthis notice is to solicit public comment on Indiana's proposed MVEB replacement update. Vanderburgh and Wan·ick counties, Indiana, were designated as nonattainment for the 1997 8-hour ozone standard and are subject to the requirements of Section 172 ofthe Clean Air Act (CAA). One ofthe compliance requirements mandated by Section 175A(b) ofthe CAA, is the development of a plan demonstrating that maintenance areas will continue to meet the 1997 8-hour ozone standard for the next ten years, which includes MVEBs for onroad sources, beyond the current maintenance period. This submittal ofthe proposed MVEB replacement update to the Request for Redesignation andMaintenance Plan for Ozone Attainment in the 8- Hour Ozone Basic Nonattainment Area for Vanderburgh and Warrick counties, Indiana, that was originally submitted on June 2, 2005 is being drafted and submitted consistent with U.S. EPA guidance. Upon completion ofthis public notice process, the MOBILE6.2-based to MOVES-based MVEB replacement update will be submitted to U.S. EPA for approval into the State Implementation Plan. Copies ofthe draft documents will be available on or before May 22, 2013, to any person upon request and at the following locations:

• Indiana Department ofEnvironmental Management, Office ofAir Quality,

Indiana Government Center Nmth, 100 Nmth Senate Avenue, Room N1003, Indianapolis, Indiana.

• Indiana Depmtment ofEnvironmental Management, Southwest Regional Office, 1120 North Vincennes Avenue, Petersburg, Indiana.

• Evansville Vanderburgh Public Library, Central Branch, 200 SE Mmtin Luther

King Jr. Boulevard, Evansville, Indiana.

1

### • Boonville-Warrick County Public Library, 611 West Main Street, Boonville, Indiana.

The draft documents will also be available on the following web page: http ://www.in.gov/idernlairquality/2392

.htm

An electronic version ofall MOVES mobile model input and output files will be available at the public hearing, ifheld, or upon request. Any person may submit written comments on the MVEB replacement update to the Vanderburgh and Warrick counties, Indiana, 1997 8-hour ozone maintenance area on or before June 21, 2013

. Written comments should be directed to Mr. Shawn Seals, Mail Code 61-50, Office ofAir Quality, Indiana Depattment ofEnvironmental Management, I00 North Senate Avenue, Indianapolis, Indiana 46204; or fax (317) 233-5967; or email at SSeals @ idem.in.gov

. Interested patties may also present oral or written comments at the public hearing, ifheld. Oral statements will be heard, but for the accuracy ofthe record, statements should be submitted in writing. Written statements may be submitted to the attendant designated to receive written comments at the public hearing

.
A public hearing on the MVEB replacement update to the maintenance plan for the 1997 8-hour ozone standard for Vanderburgh and Warrick counties, Indiana will be held ifa public hearing request is received by June 12, 2013

. A hearing has been scheduled for June 20,2013. The meeting will convene at 6:00p.m

. (local time) at the Evansville Vanderburgh Public Library, Central Branch, 200 SE Martin Luther King Jr. Bouleva rd, Evansville, Indiana, 47713. If a request for a public hearing is not received by June 12, 2013, the hearing will be cancelled. Interested patties can check the online IDEM calendar at http://www.in

.gov/idem/5474

.htm or contact Mr. Shawn Seals at (317) 233-0425, after June 12, 2013, to see ifthe hearing has been cancelled or will convene.

A transcript ofthe hearing and all written submissions provided at the public hearing shall be open to public inspection at IDEM and copies may be made available to any person upon payment ofreproduction costs. Any person heard or represented at the hearing or requesting notice shall be given written notice ofactions resulting from the hearing.

For additional information contact Mr. Shawn Seals, at the Indiana Department of Environmental Management, Office ofAir Quality, Room N1001, Indiana Government Center Nmth, 100 Nmth Senate Avenue, Indianapolis, IN 46204 or call (317) 233-0425
or (800) 451-6027 ext. 3-0425 (in Indiana). 

## ************************************************************************ Individuals requiring reasonable accommodations forparticipation in this hearing, 

## if held, should contact the IDEM Americans with Disabilities Act (ADA) coordinator at:

Attn: ADA Coordinator

2

### Indiana Department ofEnvironmental Management- Mail Code 50-10 100 Nmih Senate Avenue Indianapolis, IN 46204-2251



### Or call (317) 233-1785 (voice) or (317) 232-6565 (FDD). Pleaseprovide a minimum of 72 hours notification.

3

# DRAFT Onroad Emissions MOBILE6.2 to

MOVES Replacement Submittal

Counties

.....

# I~~l~rla**M~1ntenance** .<

# ~ ;

. •·

...

# ~········· ...•

# ~······························· ······•· 

# Area unlter tne**1~~7** 

# 8=Hour Ozone

·················•••·••·••••••••••••••••s

..

# t~md~rd

May 2013

### This page intentionally left blank

### Introduction



### On June 2, 2005, the Indiana Department ofEnvironmental Management (IDEM) submitted a Request for Redesignation andMaintenance Planfor Ozone Attainment in the 8-How· Ozone Nonattainmenf Area, 

### for Vanderburgh and Warrick Counties, Indiana. The United States Environmental Protection Agency (U.S. EPA) subsequently approved the Indiana redesignation of Vanderburgh and WatTick counties, Indiana, to attainment for the 1997 8-hour ozone standard on December 29, 2005 with an effective date ofJanuary 30, 2006 (70 FR 

### 77026). Onroad emissions for the June 2, 2005, submittal were calculated using MOBILE6.2. U.S. EPA has encouraged mobile source stakeholders to transition to the new Motor**Vehiclt;J~!llissions** 

### Simulator (MOVES) model as expeditiously as possible. Therefore, IDEM is provic!!6@1i'ls MOBILE6.2 to MOVES replacement update to the previously submitted 1997**8-hom:,:Q\':Qn~** 

### maintenance plan for the Vanderburgh and Warrick counties, Indiana, ozone mainWii:M@''i'ii:e.a that incorporates MOVESbased onroad emissions.

..........,. . ......
Emission Inventory



### Table 4.1 was included without title in

# Appendi~~~tjh(l**origi(i*)Redesi~:~~l§~l?ytition** and Maintenance Plan. Table 4.1 -A (to a

### repli\gyfu~Mof the table indl@ed in Appendix B) has been revised to ·**onr6li~~)hission** 

### estimates foi· nitrogen oxides (NOx) and volatile organic compounds

### year~2QQ;;, 2010, and 2015; it results in a different overall safety margin for the ·......



### 2015NOx

1

### Table 4.1-A Comparison of2002, 2010, and 2015 Emission Estimates in Tons Per Summer Day, Vanderburgh and Warrick Counties, 1997 8-Hour Ozone Maintenance Area (MOVES-based Onroad Emissions)
Sector 2002 NOx 2010 NOx 2015 NOx

Area 2.95 3.20 3.27 Nonroad 5.88 4.52 3.23 Onroad 36.23 18

.99 10

.96

Point 70.19 30.18 31.43 Total 115.25 56.89 48.89 Sector 2002 

## voc 2010 

## voc 2015VOC

Area 18.60 21.36 23.46 Nonroad 6.16 4.42 3.80 Onroad 12.16 6

.84 4

.37

Point 5.16 6.77 8.09 Total 42.08 39
.39 39
.72
·.::.-:-:·:·:·:·.**,.:,;·:·~** ,

### ....... ·'·**'{:{;~~~~::::.. d::~~~~~;~~~~~;:~·** **'·~!~~~ii!)::**

### . . Onroad emission estimates in Table::4"J

·;.; A were**ca1 2ti** **l.~(~ ~Hi.i"i** **s"ing** 

### U.S. EPA's MGVES modelproduced emission factors and data

### ~~**trflde d**  from the

### ~}**:~ms travel-demand**  model. The**~··** .:, ·•.;:_;.;::-

. ·

### ......**·· ~·:·:···:·:** **·.** 

### MOVES model implements a**significa\i.tly "di:ffer~p.t** **approa c1"t~9** **.** 

### emissions estimation than the previous model (MOBILE6.2).

### Prelimi**h~~y se** **Bt~h ~**  J v10VE"$;1 $.w
. del indicates that emission estimates can be**considet:ably different**  

### thaii:Similar'dalcUlations'using MOBILE6.2, which was**~**

### ......•...**~**

### ............·,•,. .

## ·. ,, .•. 

### . 

### ..**~**

### ...·.**~** "**·~ .•,;.**  

### used to create the**origij) ~f** **M.Vgfj ~J** **or** 

### the**~q erl?** **gh ~n4** **.:: W:** **rr ic1** **t** 

### counties, Indiana, 1997 8-

• •

'·'•'•'•'·······

......**•.·.·~ ..** **···· ~~··'**  ·' '•· ·X•'
· ·.·'' '· · • • 

### hour ozone**nonattalf i'(lj~))** **t** 

### area.**!t~neral suh)** **ma~tj -·** **ofthe** 

### MOYES methodology used m this
area can be found in

### A~P:~A~**ix** A. 

### @j addition,

### f0,:~**yEs** input and output files are being provided**electronical~Y. .-** **~H .**  

### this**suo W:Vt** **at :l** **~h ~M** **:- ~nd** **co~ 1**  

### strategy assumptions for non-mobile
sources

### :~**:~ ;~** **~r~~ ::** **2e ~y** **~d, i'i** **~?:§t nt)Tr~n2** **hr. ::** **~·igi r:!** **l** submittal for the years 2002, 2010,

### a~d 2015**w~ .:** **peveloped t;;~(<?** **e th** **:: ~po** **miC c1iall~** **ges** 

### ofthe last several years. Because ofthis,**~.** 

## . . .

# .. '·



## .... '**~.** 

# .. .. 

### .

## ...... ) 

### the**fact qt~jn** **cluded** 

### in tne._.Qi.:iginal**:· s:~** **P.rrtittal** 

### ma )T':

p'i·oject more growth than will actually occur in the

### futm**:, a**  result,

### the**-: \?,** **h arl** **&~9 p,~** **rol strateg~**  assumptions for the non-mobile

### sour~es for the years ·· 4,99.?• 2010, and 4

. QJ:5

### contlh**~~** to be vahd and do not affect the overall conclusiOns ofthe plan.**~=::;~~/::,** 

## '<}::\

-

## ·:**:::{jjf~t~:''·** 

# .@il Onroad safety margih s ;=have**be eli'** **in cluded**  

### for omoad emission estimates to accommodate the
•**-·=···;=·=.~...... .·~·!~::::-:·::{**  •

. . • 

### wide array of**assumption ~** **th~t re**  

### factored mto the calculatiOn process
. Smce assumptwns change over time, it is**nece ~g~a** **y** 

### to have an onroad safety margin that will accommodate the impact ofrefined assumptions in the process. The plan continues to meet all applicable Clean Air Act (CAA) requirements as the revised emission inventories clearly illustrate that total NOx and VOC emissions in the Vanderburgh and Warrick counties, Indiana, 1997 8-hour ozone maintenance area will continue to decline leading to local reductions between 2002 (base year) and 2015 (maintenance plan horizon budget year).



### 2

### Transportation Conformity Budgets

Table 5

. 1 was included on Page 18 ofthe original Redesignation Petition and Maintenance Plan for the Vanderburgh and Warrick counties, Indiana, 1997 8-hour ozone maintenance area. Table 5.1- A (to be considered a replacement ofTable 5.1) has been revised to incorporate U.S. EPA's MOVES model-produced emission factors and data extracted from the region's travel-demand model.

Table 5.1 Emission Estimations for On-Road Mobile

- SQurces for the Vanderburgh and Warrick Counties(l9§7 8-Hour Ozone Nonattainment
..

### :~G:**~~ ::··**  (M

### 0 BILE6.2-based Onrp(d

### l!l;ni~**sjpns)**
2002 VMT (miles/day) 6,225 ,764 VOC (tons/day) NOx (tons/day)



# ...<·v0c

..**<>~ $/** **day)** 12. 16

·. '•••'· •..•:•,·,•, ··:·:·:·.·:·. ••

### :::.~.'!•'·::::::=:=··**~<;:·!:·.:=:·**

## ..

··=·

# rttv 2010

6.84 18.99 , ··:·()

·; .::::

### ..**~** .......**·~····**



### 2015 4 .37 10

.96**··::~~r::::··.. <~~~:;.** **\~ ··;::;~:~:~:k~**  

### .. Table 5.2**was it_** **_::i ncluded**  

### on**~~ ~**  

### 18**ij~ orig** **inal** 

### Redesignation Petition and Maintenance Plan for the Vande,fb1,1rgh and**iri t~k**  

### counties, Indiana, 1997 8-hour ozone maintenance area. Table 5.2

- A (to

### t~**~1. idered** **~~ lacement**  ofTable 5.2) has been revised to incorporate MVEBs calculated**usHig ,~** **1J**

### \ S. 

# Ef A..t.sMOVES model-produced emission factors and data extracted fiom the region's

### travel-<.i'**~ifi ~6~** **i1 del**  as detailed in Table 5.1 -A.**·:~:Ii:~~:;::··** 

### Table 5
.2 Mobile Vehicle Emission Budgets (MOBILE6.2-based Onroad Emissions)

2015 tons/day 

# voc**~** 

### NOx MG



### 3

### Table 5.2- A Motor Vehicle Emission Budgets for the Vanderburgh and Warrick counties, Indiana, 1997 8-Hour Ozone Maintenance Area (MOVES-based Onroad Emissions)

2015 VOC (tons/summer day) 5.02 NOx (tons/summer day) 12.61

.....



# ..**::{{l~~j}V** Through the interagency consultation process, it was**dete~ roN~d.** **hat** 

### a maintenance plan horizon

..... "";7

....... 

### year budget of 2015, would be appropriate. The**inter~g ~6.~y** **·· con** **s1;iJ t~tion**  

### group approved onroad margins of safety offifteen percent (15%) for both

# yO'G.**~~d** NOx '6M:O

. ad emission estimates for the year 2015. A summary ofthis interagency

### or1**~~ Jd** **ion discussi~i** **f~~ n,)e**  found in Appendix B. These revised emission inventories clearly**if~u ~{** **ate** 

### that omoad**vo ::** **@~ NOx**  

### emissions in the Vanderburgh and Warrick counties, Indiana,

### 199**h9ur ozone** **.: p:Iaintena~** **~(~t ~a**  will continue to decline leading to local reductions between 2002

### (b**ri~ ::** **y(iar).<~~d 2015** **(maint 2ti~h** **e** plan horizon budget year).

# ~t~i**ftiib•·•~.,. .,+~(**  ••j•Y Furthermore, when compared to the**ovei: ~J:** **saf6:~ Ylm** **~rgin** 

### as**'d ~fw._** **~d** 

### in the Code ofFederal Regulations (CFR) at 40 CFR 93.101, it**?i ~€yj** **den tb'** **:: o.nroa** **d fet)':** **margin** 

### allocation is reasonable and

## appropriaJ.7**:::[ M~.re** **~peci fic** **~"ii x\** **~ven ~nW** **#~ :::** **llo ~~f~fW**  of an omoad safety margin to mobile sources,**em~ ~~** **pvs ill** **·. D.~inue**  

### to**'llfu aiJl** **§@ FBel** **~;».: ;:** **th. e**  

### overall safety margin for all
sources as detailed in**~~ ~**  

### 4.1

-**:~. VEBs** **at: B9:9** **sH ained**  

### ta::eliSure that the total emissions (i.e., all source**categories)..~o not** **ex9 e~** **d** 

### the 2002::aftaimnent year emissions ofeither VOC or 

## "" .·..•, 

## ....... •········· 

### NOx, thereby

### ~HmW~r**g contl** **l\~~ 4**  ..

### W4~**~#:~ P.** **~9:-~~ ofth** **~4Q 97**  8-hour ozone standard.

# conclu**~:~ rli.**  ij)H

# iMi!1~i1!i~]!i••~~~:,~~tf:J~k~il1~ This

### MOBh**#,§,}** to

### MOVEf**:~ r.J,~ce~~** **~tA ?date**  to the previously submitted Request for**edes ignation** **Y{~ ~(** **!:faintenand lif!.f.** **n** 

### for**'@~i.j ne**  

### Attainment in the 8-Hour Ozone Basic Nonattainment 

### A' h 'i?i;:::for**Vanderb ~~** **gh** 

### and Waniclc counties, Indiana incorporates omoad emission estimates and a

### re~i**~:4H 1VEB**  usj$,: g U

.S

. EPA's recently adopted MOVES model. MVEBs have <......

. ...... 

### been revised in anticipatj

. $n
.oftb. @$.hndatory use ofthe MOVES model in future transportation conformity

### determinatio**~U TJi** **&ffi ·oad**  emission estimates were calculated using the MOVESbased emission factors and**(~ ext** **racted** 

### from the area's travel-demand model. Omoad safety margins for VOCs and NOx, established through the interagency consultation process, are included in order to account for the wide array of assumptions that are factored into the calculation process. MVEBs are also constrained to ensure that total VOC and NOxemissions (i.e., all source categories) do not exceed attainment year (2002) emissions to ensure continued maintenance ofthe 1997 8-hour ozone standard

. With the addition ofMOVES-based omoad saf ety margins a pplied to mobile sources, the Vanderburgh and Warrick counties, Indiana, ozone maintenance area will continue to remain well below the overall sa fety margins for all sources into the future. As such, the 1997 8-hour ozone maintenance plan for Vanderburgh and Warrick counties, Indiana, continues to meet all applicable CAA requirements

.
4

# Appendix A

Vanderburgh and Warrick Counties, Indiana, Maintenance Area MOVES Methodology

### This page left intentionally blank

# Vanderburgh and Warrick Counties MOVES2010a Input Data and Parameters

INDOT Planning Contract



# Final Report October 4, 2012



# CDMth Sm1Table of Contents Overview

.............................................................................................................................. 1 Vehicle Age Distribution

....................................................................................................... 1 Vehicle Population

................................................................................................................ 2 Meteorological Data

.............................................................................................................. 4 Default VMT Distributions

..................................................................................................... 4 Default Hourly Distributions

.................................................................................................. 5 Default Daily and Monthly Distributions

................................................................................ 6 Ramp Fractions

.................................................................................................................... 6

LIST OF TABLES

Table 1: MOVES2010a Source Type Codes

............................................................................. 1 Table 2: MOVES2010a Road Type Codes

................................................................................ 1 Table 3: Distribution of MOBILE 6.2 Light Duty Trucks into MOVES Source Types

................... 3 Table 4: Inventory of Permanent Count Stations

....................................................................... 5

LIST OF APPENDICES
Appendix A- MOVES201 Oa Input Settings and Assumptions Appendix B- Vehicle Age Distributions for Vanderburgh and Warrick Counties Appendix C- Vehicle Populations for Vanderburgh and Warrick Counties Appendix D- Meteorological Data for Vanderburgh and Warrick Counties Appendix E- Default Statewide Factors Appendix F- Statewide Default Hourly Distribution Factors Appendix G - Statewide Default Daily Distribution Factors Appendix H- Statewide Default Monthly Distribution Factors Appendix I

- Ramp FractionsOverview: This report is being written to document the input parameters for a set of MOVES201 Oa runs for the Vanderburgh and Warrick Counties 8-hour Ozone Maintenance Area and the Vanderburgh and Warrick Counties PM 2.5 non-attainment area. This report contains a discussion on the intended input settings used in MOVES201 Oa and the development of the input datasets. These MOVES201 Oa runs are intended to develop a default set of emission rates that can be used for conformity determination and is part of a statewide effort being conducted by the Indiana Department of Transportation (IN DOT). Throughout this report references are made to MOVES 201 Oa codes for two types of data. The values for the source type codes are shown in Table 1. The values for the road type codes are shown in Table 2. MOVES2010a input settings and assumptions for this effort are shown in Appendix A.
Table 1: MOVES2010a Source Type Codes sourcetypeid Description 11 Motorcycles 21 Passenger Car 31 Passenger Truck 32 Light Commercial Truck 41 Intercity Bus 42 Transit Bus 43 School Bus 51 Refuse Truck 52 Single Unit Short-haul Truck 53 Single Unit Long-haul Truck 54 Motor Home 61 Combination Short-haul Truck 62 Combination Long-haul Truck
Table 2: MOVES2010a Road Type Codes roadtypeid

Vehicle Age Distribution: 1 2 3 4 5 Description Off Network Rural Restricted Access Rural Unrestricted Access Urban Restricted Access Urban Unrestricted Access

The vehicle age distributions for MOVES source types 21, 31, and 32 (cars, passenger trucks, and light commercial vehicles respectively) were developed through an analysis of Indiana's 2009 vehicle registration data. The analysis was performed by Eastern Research Group (ERG) under contract to the Lake Michigan Air Directors Consortium (LADCO). ERG was provided with vehicle identification numbers (VIN) for vehicles in Indiana.

IThere were approximately 6.37 million VINs in the statewide data set. Out of these, approximately 1.3 million returned errors. Of these, approximately 200,000 errors were deemed non-critical. This means that the model year and vehicle type assigned to the records were most likely correct despite there being an error in the VIN decoding. These records were included in ERG's analysis. The remaining errors were considered critical enough to call into question the accuracy of the model year and vehicle types. These critical errors were excluded from ERG's analysis.
In all, approximately 5.2 million VINs from around the state were used in the analysis. Each VIN was associated to a specific county. ERG then developed age distributions for each county in the state along with seven combination areas comprised of two or more counties each. Additional information on the methodology used to develop the vehicle age distributions can be found in a May 28, 2010 report written by ERG for LAD CO titled MOBILE6 and MOVES Registration Distribution Calculations for Indiana Registration Data. Each set of age distributions was provided in both MOBILE6 and MOVES formats. The MOVES formatted data will be used for these MOVES201 Oa runs.
Due to limitations in ERG's VIN decoder, it was not possible to develop vehicle age distributions for any source types other than 21, 31, and 32 from the vehicle registration data. For all other source types, MOVES201 Oa default vehicle age distributions specific to each source types were used. This includes motorcycles and all heavy vehicles. Vehicle age distributions for all source types were kept constant for all future years. The vehicle age distributions for Vanderburgh and Warrick Counties as a combined area are shown in Appendix B of this report.
Vehicle Population: The vehicle populations for source types 21, 31, and 32 were developed directly from the vehicle registration data. All valid records that were identified from the vehicle registration data set were used to determine the number of vehicles for each of these three source types. The VIN decoded data provided to INDOT contained vehicle types according to MOBILE6.2 vehicle categories. There is a direct correlation between MOVES source type 21 (cars) and the MOBILE6.2 vehicle type LDV. All valid LDV records (those records not excluded from the vehicle age distribution analysis due to errors as was described in the section on Vehicle Age Distribution in this report) were counted in the vehicle population.
There is not a direct correlation between MOVES source types 31 (passenger trucks) and 32 (light commercial vehicles) and the MOBILE6.2 light truck vehicle types (LDT1, LDT2, LDT3, and LOT4). All valid records from the vehicle registration data set for MOBILE6.2 light duty trucks were counted in the vehicle populations. The light duty trucks were distributed between MOVES source types 31 and 32 as per the Environmental Protection Agency's (EPA) guidance documented in Table A.1 of the appendix of the Technical Guidance on the Use of MOVES2010 for Emission lnventorv Preparation in State Implementation Plans and Transportation Conformity. The guidance provides two sets of factors for distributing MOBILE6.2 light trucks between MOVES source types 31 and 32. These are based on fuel type and are shown in Table 3.

2Table 3: Distribution of MOBILES 2 Light Duty Trucks into MOVES Source Types Source Types Fuel 

### 31 32 Gas 78% 22% Diesel 42% 58%
As per ERG's assumption documented in MOBILE6 and MOVES Registration Distribution Calculations for Indiana Registration Data, all light duty trucks that did not have a fuel type identified were counted as diesel trucks. This was to prevent an underestimation of diesel trucks and their related emissions.
Since only valid records from the vehicle registration data were used to calculate vehicle populations for source types 21, 31, and 32, it is reasonable to assume that some of the erroneous records that were discarded from the analysis actually belonged to these source types. The nature of these errors is not that the vehicle does not exist. Rather, it is that the vehicle could not be properly identified with any sense of certainty. It was therefore necessary to adjust the vehicle populations calculated from vehicle registration data to compensate for these discarded records. Based on an analysis of the error rate reported by ERG, vehicle populations for source types 21, 31, and 32 were increased by 5.8 percent.
Vehicle populations were not able to be developed directly from the vehicle registration data for some source types. This was due to the limitations in the VIN decoder used by ERG to process the vehicle registration data. Vehicle populations for all other source types (motorcycles and heavy vehicles) were derived by applying the Mileage Accumulation Rate (MAR) method documented in EPA's Technical Guidance on the Use of MOVES2010 for Emission Inventory Preparation in State Implementation Plans and Transportation Conformity, Section 3.3 Source Type Population.
The default MARs were extracted from MOVES by running MOVES for a single pollutant and a single year for all vehicles, fuels, months, days, and hours. The activity output was set to report both distance and population. A ratio of population to vehicle-miles-traveled (VMT) was calculated from these outputs. The ratios were calculated for each source type.
The Evansville MPO, which is the metropolitan planning organization (MPO) for Vanderburgh and Warrick Counties, provided VMT by MOVES road types extracted from their travel demand model's base year. Since the default MARs in MOVES vary by year (but not by location), the MOVES run that was executed to extract the MARs was run for a year consistent with the travel demand model's base year. This resulted in MARs that could be applied directly to the validated VMTs reported by the travel demand model. The travel demand model VMTs were converted into annual VMT and distributed by vehicle types using statewide default VMT distribution factors documented in this report in the section on Default VMT Distributions. The MARs were then applied to the annual vehicle type VMTs. The result was an estimated vehicle population for each source type for the travel demand model's base year. Since the vehicle populations for source types 21, 31, and 32 were developed directly from the vehicle registration data, the population

3estimates derived for those source types using the MAR method were discarded and the observed data were used instead.
Future year vehicle populations were developed base on socioeconomic growth rates for the maintenance area. The MPO provided base year and horizon year population and employment data for the area. Annual growth rates were calculated for population growth and employment growth individually. Population growth rates were then used to grow the light vehicle populations (source types 11, 21, 31, and 32). Employment growth rates were used to grow the heavy vehicle populations (source types 41, 42, 43, 51, 52, 53, 54, 61, and 62). Vehicle populations were calculated for every year from 2008 to 2040. These vehicle populations for Vanderburgh and Warrick Counties as a combined area are shown in Appendix C. Meteorological Data: The default set of hourly temperatures and hourly relative humidity was developed using EPA's data converters for changing MOBILE6.2 minimum 

### I maximum temperatures and absolute humidity to the MOVES equivalent formats. The values for the MOBILE6.2 inputs were taken from the Request for Redesignation and Maintenance Plan for Ozone Attainment in the 8-hour Ozone Basic Nonattainment Area, Appendix D, developed by Indiana Department of Environmental Management in June 2, 2005 and the draft Request for Redesignation and Maintenance Plan under the Annual National Ambient Air Quality Standard for Fine Particles, Appendix F, developed by the Indiana Department of Environmental Management in January, 2011. Meteorological data reflect average annual conditions for the PM 2.5 runs. The MOBILE6.2 meteorological input data for each of the twelve months of the years were averaged together to create average annual temperatures and humidity. These were then passed through the data converters. The data reflect summer conditions for ozone using MOBILE6.2 inputs for July. The MOVES formatted meteorological data for Vanderburgh and Warrick Counties as a combined area are presented in Appendix D of this report.
Default VMT Distributions: As part of this effort, INDOT developed a default set of VMT distribution factors by Highway Performance Monitoring System (HPMS) vehicle type and by MOVES road type. These distribution factors were developed by analyzing four consecutive years of continuous traffic count data ending in 2010 for twenty permanent traffic count stations throughout Indiana. The stations were selected to provide a spread of locations corresponding to each of the four MOVES road types. Furthermore, these stations were selected from among sites that were concentrated in nonattainment and maintenance areas. In some cases, data from the requested site were either partially or completely unavailable. An inventory of the sites used to develop the distributions is shown in Table 

### 4.
The vehicle counts reported at each station were provided by vehicle class. These were aggregated into the six basic HPMS vehicle types: motorcycle, passenger car, light truck, bus, single-unit heavy truck, and combination heavy truck. The distribution of VMT by vehicle type was calculated for each road type by taking each vehicle type's percentage of total traffic. These default statewide factors are shown in Appendix E.

4SiteiD

3000 3200 3300 4000 4500 5600 6100 0105 0201 0210 0303 0327 0403 0501 0502 0507 0602 0603 0608 1315 Table 4: lnventorv of Permanent Count Stations City County Location Road Data Quality Type

... Closed since 9/26/2006. No MUNCIE DELAWARE SR 332 RM 0.5 3 data. CARMEL HAMILTON US 31 RM 125.7 5 Good INDY WEST MARION 1465 MM 10.0 4 Closed since 9/1/10 GARY LAKE I 80 /I 94 MM 6.0 4 Only 2010 data passed QC LAPORTE LAPORTE SR2 RM 65.2 3 Good SELLERSBURG CLARK 165 MM 8.0 4 Bad sensors. Not usable. EVANSVILLE GIBSON 164 MM 27.9 2 Good TERRE HAUTE VI GO US 41 RM 104.2 3 Good-closed 11/13/08- 5/13/09 MIDDLEBURY ELKHART SR 120 RM 13.9 3 Good- closed 8/3/10-12/6/10 FORT WAYNE ALLEN 1-69 0.53 mi N of 4 Good SR3 MUNCIE DELAWARE US 35 RM 44.5 5 Good DALEVILLE DELAWARE 169 MM 31.4 2 Good-built in 12/10/2007 SOUTH BEND ST. JOSEPH US 20 RM 77.1 4 Good INDY SOUTH MARION SR 37 RM 143.5 5 Good-closed 5/22/09-6/1/09 MARTINSVILLE MORGAN SR67 RM 80.6 3 Good SEYMOUR JACKSON 165 MM47.0 2 Good HAZLETON GIBSON SR 56 RM 0.6 3 Good DUBOIS DUBOIS SR 56 RM 53.3 3 Good- closed 10/16/08- 3/20/09 EVANSVILLE VANDERBURGH SR66 RM 23.5 5 Good 170 MARION 170 MM 83.5 4 Closed 5/17/06-3/24/08

Default Hourly Distributions: The same set of twenty permanent traffic count locations discussed in the section on Default VMT Distributions was analyzed to develop a set of hourly distribution factors. These factors were calculated by road type, by HPMS vehicle type. Hourly factors were only calculated for the average weekday. The hourly distribution pattern for each traffic count location was reviewed. Any data that appeared to reflect either an error in the data or an outlier of behavior were removed to prevent bias in the data. The following data were excluded from the analysis:

• Bus data from count stations 0105 and 0603 were excluded due to abnormal midnight peaks in the data;
• An abnormal relationship between passenger cars and light duty trucks at count station 4500 prompted the exclusion of all data from this location due to questions of reliability;
• Peak spreading behavior observed at count station 4000 from traffic related to Chicago was considered to be too unique to be included in a default statewide data set; and,
• Combination truck traffic from station 3200 was excluded due to too much overnight traffic when compared to other vehicles and other stations.

5Furthermore, traffic patterns reported by those count stations corresponding to road type 3 (3000, 4500, 0105, 0201, 0502, 0602, and 0603) had a tendency to over represent long distance travel. This was most likely the result of statewide permanent count stations focusing primarily on higher order facilities. Rural collectors and local streets are less likely to reflect long distance travel. The hourly distributions for road type 3 (rural unrestricted access) were adjusted to better account for traffic behavior on lower order facilities in rural areas. A sample of traffic count data from Morgan County, IN was used to introduce more local traffic behavior in the road type 3 hourly distributions. An analysis of the Morgan County data showed a pattern more consistent with AM and PM peaking characteristics reflecting local commuting traffic on collectors and local streets for passenger cars and light duty trucks. The Morgan County data for passenger cars and light duty trucks on collectors and local streets were weighted and added to the road type 3 data set. This analysis assumed that rural collectors and local streets accounted for 20 percent of all VMT for road type 3.

The statewide default hourly distribution factors are presented in Appendix F.
Default Daily and Monthly Distributions: Default daily and monthly distribution factors were calculated from IN DOT's official count adjustment factors which are more commonly used to develop AADT from raw traffic counts. These factors are based on the set of daily traffic counts collected from all permanent count stations throughout the state. The daily distribution factors determine what percentage of VMT is occurring on weekdays and what percentage is occurring on weekends. The monthly distribution factors determine what percentage of annual VMT is occurring in each month of the year. The statewide default daily distribution factors are shown in Appendix G. The statewide default monthly distribution factors are shown in Appendix H. Ramp Fractions: The ramp fractions represent the percentage of vehicle-hours-traveled (VHT) for road types 2 (rural restricted access) and 4 (urban restricted access) occurring on the ramps associated with those road types. These fractions were calculated based on the percentage of VHT occurring on ramps reported by the base year travel demand model. These ramp fractions are reported in Appendix I.

6A ppen d ix A

Number ofRuns:

Input Item Ozone PM 2.5 Years 2002,2010, 2008, 2010, 2015, 2020, 2015,2020, 2025 , 2030, 2022,2030, 2035,2040 2035,2040 Pollutants/ Volatile PM 2

.5 with all Processes Organic subspecies; Compound NOx (VOC), NOx, and supporting Meteorology Summer Average Annual #of MOVES 8 8 runsGeneral Parameters: MOVES Input Item Screen Ozone PM 2

.5 Description Scale

Time Spans

Geographic Bounds Vehicles

Road Type Pollutants/ Processes General Output

Output Emissions Detail Description Domain/Scale Calculation Type Time Aggregation Level Year

Months Days Hours Geographic Bounds Vehicles

Road Type Pollutants/ Processes Database Name Units

Activity

On Road User Choice County Emission Rate Hour Hour

2002, 2010, 2008, 2010, 2015, 2020, 2016, 2020, 2025,2030, 2022,2030, 2035,2040 2035,2040 July April Weekday Weekday Select All Select All Vanderburgh Vanderburgh County* County* All Gas and Diesel Combinations

Select All VOC, NOx, and supporting Evansville Ozone PM 2.5 with all subspecies; NOx Evansville PM Se lect "Grams" and "Miles" and "Million BTU"

Distance, Population

Select "Source Use Type" and "Road Type"

*Represents both Vanderburgh and Warrick Counties.

### C 

### t D 

### t M 

# • County Data Excel Sheet Tab Manager Input Name

Source (Vehicle) sourceTypeYear Type Population

Vehicle Type HPMSVTypeYear VMT (by 13 MOVES Vehicle Types) Ozone PM 2

.5 Local Registration for Source Types 21, 31, and 32; Estimated population using default MOVES mileage accumulation rates and local VMT for all other source types. Future year vehicle populations based on population growth rates for source types 11, 21, 31, and 32. Employment growth used for all other source types.

Statewide default vehicle distributions across road types developed by INDOT using an analysis of permanent count station data from a statewide data set.

MonthVMTFraction Statewide default monthly fractions developed by INDOT using an analysis of permanent count station data from a statewide data set. DayVMTFraction Statewide default daily fractions developed by IN DOT using an analysis of permanent count station data from a statewide data set. HourVMTFraction Statewide default hourly fractions developed by IN DOT

Average Speed avgSpeed Distribution (% Distribution of VHT in each 5 mph speed bin) Road Type roadType Distribution Distribution (VMT by 5 MOVES Road Types) Age Distribution sourceTypeAge (Vehicle Distribution Population by Age of Vehicle) Ramp Fraction RoadType

Meteorology Data ZoneMonthHour

Fuel (% of FueiFormulation Market Share by Fuel Type) FueiSupply

1/M Program IMCoverage using an analys is of permanent count station data from a statewide data set. National defaults.

Calculated from local VMT data. Use travel demand model base year distributions for all years.

Local age distributions developed from vehicle registration data for sou r ce types 21, 31, and 32. Default MOVES age distributions for all other source types.

Based on local travel demand model.

MOBILE6 Summer Met Data MOB1LE6 12 month Met Converted to MOVES format Data Converted to MOVES format and averaged to annual meteorology MOVES Defaults Vanderburgh County MOVES Defaults for Summer (check if varies among counties) Vanderburgh County MOVES Defaults for annual (check if varies among counties) No ProgramAppendix B

Vehicle Aae Distributions for Vanderburah and Warrick Counties: Source Types ageid 11 21 31 32 41 42 43 51 52 53 54 61 62 0**0.2~** 09690540 0.0254913494 .0.0108613399 0.0283536975 0.0643023355 0.0545743076 0.0622220643 0.0494240790 0.05B8526168 0.0787544027 0.0615095870 0.0535634660 0.0670845256 1 0.1921154969 0.0471761977 0.0455523407 0.0691813189 0.0626728412 0.0531913309 0.0606452875 0.0481716155 0.0573612230 0.0767586735 0.0599508636 0.0535634660 0.0670845256 2

.. 0.1573471585 0.0580075242 0.0532532:087 0.0714376942 0.0624853859 0.0530322328 0.0604638952 0.0480275345 0.0571896519 0.0765290827 0.0597715492 0.0541045093 0.067762144'? 3 0.1359771581 0.0527361307 0.0471399955 0.0603686832 0.0624229593 0.0529792497 0.0604034894 0.0479795509 0.0571325186 0.0764526251 0.0597118340 0.0575579884 0.0720873878 4 0.1058454735**0~053990~675** 0.0713.109281 0,07837]'1127. 0.0617369906 0,0523970560 0.0597397140 0.0474523026 0.0565046834 0.0756124785 0.0590556596 0,0564,1823t2 _Q.0_706599203 5 0.0750909142 0.0553551809 0.0640255212 0.071_8634254

... 0.0559170498 0.0474575929 0.0541080614 0.0429789769 0.0511779950 0.0684845018 0.0534884926 0.0489290859 0.0612802835 6

.. 0.0476805323 0.057752277:8 0.0726611766

. 0.0639022521 0.0468365056 0.03975081_23 0.0453212873 0.0359994879, 0.0428670388 0.0573630896

__ 0.0448023279 0.0366034411 0.0458432683 7 0.0331026886 0.0625797645 0.0709548186 0.0653071651 0.0425786431 0.0361370941 0.0412011_709_ 0.0327268079 0.0389700355 0.0521482660 0.0407293873 0.0340742206

.. 0.0426755959 8

.. 0.0197278356 0.0632456247 0.0616514578 0.0567925412 _0.0468268516 :0.0397426124

.. 0.0453119367 0.0359920640 0:042858200?: 0.0573?12681 0.0447930981 0.0358093j00 0.0448486759 9 0.0118473747 0.0721570542 0.0623636768 0.0628379241 0.0534377006 0.0453533365 0.0517089150 0.0410733035 0.0489087688 0.0654479137 0.0511168252 0.0526288382 0.0659139597 10 0.0053251777. 0.0654096705 0.06046_44261 0.0567073950 0.0532712252 0.0452120443 0.0515478328 0.0409453420 0.0487564067 0.0652440247 0.0509575859 0.0624520143 0.0782168041 11 0.0025378610 0.0559211621 0.0512946064 0.0461492614 0.0407951886 0.0536203440 0.0411075833 0.0313560350 0.0391491717 0.0523881239 0.0302729398 0.0478258601 0.0598985955 12 _0.00130_114,70 0.0508939174 0.0480747830 0.0399335859 0.0331924560 o:04a9936472 0.0382933197 0.0255124310**0.02944831.~1** 0.0394065607 0.04661,01_866, 0.0389128550 0.0487354179 13 0.0006124019 0.0430811573 0.0375695526 0.0292051599 0.0277347637 0.0456089741 0.0333751020 0.0545980574 0.0316399801 0.0194774783 0.0291673253 0.0325145854 0.0462990441 14

. 0.0002476898 0.0433142083 0.0361154388 0.0285665631 0.0364294706 0.03ffi46681 0.0430863640 0.0632656498 0.0364439725 0.0194691525 0.0347804437 0.04270774J9 0.0462072388 15 0.0001527705 0.0346136346 0.0357444914 0.0309932309 0.0283511969 0.0332950401 0.0210164622 0.0395649332 0.0357887614 0.0311848083 0.0335202065 0.0332372597 0.0300444032 16 0.0000668536 0,0300081013

.. _O,Q25_I!}82632 0.0210311210 ().9_23_588:42\3.6. 0.0279132162

- (!.0253671498 0.0341566540 0.0259987277 0.0230196849 0.0233151075 0.0276536739, 0;0230524492 17 0.0000299603 0.0235935477 0.0221233029 0.0179658564 0.0175637044 0.0244970846 0.0206833627 0.0146346390 0.0197956396 0.0052258132 0.0206748599 0.0205906442 0.0138452217 18 0.0000127409 0,0196650723 0.01_84731805 0.0145600068 0.020_1_1_9_224-1_ 0.0250480695 0.0266888558 0.0401958334 0.0193740288 0.0037212159

. 0,0155464816 0.0235865809 0.0100066460 19 0.0000055369 0.0160361340 0.01540_17360 0.0115798885 0.0225790392 0.0366610768 0.0301447753 0.0342277190 0.0227335396 0.0175775477 0.0203628520 0.0264703224 0.0098603738 20 0.0000022027 0,01,4171725:4 0.0150307886**_0.01298480~4.** 0.0226407923 0.0281971934- 0.0173882093 0.0270081845 0.0289395633

..0.0183874556 0.0265944575**0.0265427~_35** 0.00957_55112 21 0.0000010015 0.0106315684 0.0149120855 0.0124739240 0.0212965445 0.0224413685 0.0209032932 0.0367430589 0.0255089927 0.0121624816 0.0238465850 0.0249667984 0.0083402541 22 0.0000005320 0. 0082566669 0.0097633356 0.0079611733 0.0221366577 0.020761_4938 0.0211741003 0.0294241579 0.021_1707159 0.0029207200 0.0232916866 0.0259516972 0.0021970287 23 0.0000002372 0.0061814025 0.0097781735 0.0078334540 0.0187753208 0.0176845935 0.0186862600 0.0367365508 0.0255742899 0.0006595597 0.0173635700 0.0220110680 0.0022815392 24 0,0000001072 0.0051493192·

__ 0.0086653313 0.0079611733 0.0165801584 0.0153441343 0.016222347:4 0.0195371'739 0.0181341022 0.0013228019 0.0186391363**0.019437588~** 0.0028947085 25 0.0000000515 0.0038065010 0.0056235626 0.0052364937 0.0130464803 0.0119613578 0.0125269842 0.0202862884 0.0101534224 0.0013255722 0.0189070434 0.0152949162 0.0014963357 26 0.0000000201 0.0022417295 0.0038430151 0.0030226915 0.0052066606 0.011:4707358 0.0046276161 0.0058785937 0.0158244798 0.0000000000 '0.0123859355 0.0061039775 ·o.oo63051544 27 0.0000000084 0.0014426972 0.0025817939 0.0022989484 0.0044375500 0.0062552616 0.0034269422 0.0066192300 0.0082431519 0.0005853113 0.0073123264 0.0052023202 0.0002365920 28 0.0000000046 0.0013983065 0.0019586023 0.0012771936 _0.00'38534093 0,0027153367 0.0040227141 0.0058648852 0.0078447522 0.0004224309 0.0040199156 0.0045175071 0.0007539156 29 0.0000000027 0.0016979436 0.0006825432 0.0005108774 0.0050202650 0.0073813428 0.0039557847 0.0014702211 0.0082910352 0.0000000000 0.0005297244 0.0058854602 0.0002483418 30 0.0000000060 0.0139941626 0.0163365235 0.0133253864 0.0041641999 0.0025473919 0.0046291194 0.0021486392 0.0093642209 0.0005969550 0.0069720059 0.0048818593 0.0002641374
Source: Quality assured vehicle registration data for the combined Vanderburgh County and Warrick County area for source types 21, 32, and 32, MOVES201 Oa default distributions for all other source types.Appendix C
Vanderbu h and Warrick Counties Vehicle Po ulations: Vehicle Populations

Annual Populations 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024

___ 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 ,2036 2037 2038 2039 2040 11

,4,425_ 4,446 4,466 4,487 4,508 4,529 4,550 4,572 4,593 4,614 _4,636_ ' 4,657 _4,679 4,701 4,723_ 4,745 4,767

... 4,789 4,812 4,834 4,857 4,879 4,902 4,925 21

_94,893' 95,335 95,780 96,227 96,676 -97,127 97,580 98,035 98,493 98,952

- ___

99,414_ 99,878 100,344

_ 31

73,275 73,616 73,960 74,305 74,652 75,000 ,75,350 75,701 76,055 76,409 76,7_66_ 77.124 -77,484

-**10~,8~2** 77.845

--**_10~** ,282

.._ __.78,209,_

--- 101.755- '**'~02,229** __-_-

__ 102,706 .103,186 103,667 104,151 104,637 105,125 105,615**_106,~_08** 106,603 107,100' 107,600 ,108,102 108,606 109,113 109,622_ 110,134 78,573

__ ,78,940,_, 79,308 79,678 "80,050 80,424 80,799 81,176 81,554 81,935 82,317 82,701' 83,087 _83,475 83,864 84,255 84,649

__ 85,043 32

22,434, 22,539 22,644 22,750 22,856 22,962 23,069 23,177 23,285 23,394

___23,503-

23,613 23,723,_ --23,834-

23,945_

_____24,056

__

24,1.69

- 24,281 24,395 24,509 24,623 24,738 24,853 24,969 25,086 25,203 25,320, 25,438 25,557 25,676 25,796 _25,916 26,037 41

83

.. 83 B4 84 _85_ 85 .86 87 87 88 88 89 90 90 _9)_,, 92 '_,92

93 94 94 95 96 96 97 98 98 99 100 1_00·, 101 102 42

43 43 44 44 44 45 45 45 46 46 46 47 47- 47

--· _,48

...

- 48-

48 49 49 49 50. 50 50 51 51 51 52 52 53. 53 53 54 54 Source Types 43

560 564 568 572 576 580 584 588 592 597 601 605

- _609

613

----- __6_1_8

__ " 51

22 22 22 22 23 23 23 23 23 23 _24_ 24 24 24 .24 622--

- ----------- 24_

___ 626 25_ 631 635 640 644 649 653 658 662 667 672 677 681 686 691 696 701 25. 25 25 25 25 26 26 26 26 .26 27 27. 27 27 27 52

1,503 1,513 1,524 1,535 1,545 1,556 1,567 1,578 1,589 1,600 1

__,612

____ 1,623

_ ,1,_634

__

- 1,646

1_,_65?:

___

__ 1,669

1,681

__ 1,692

1,704 1,716 1,728 1,741 1,753 1,765 1,777 1,790 1_,802 1,815 1,828 1,841 1,854 1,867 53

193 194 ' 196

197 199 200 201 203 204 206 _207_ 209

____ 210

212

218 219 221 222 224 225 227 228 230 232 233 235 237 238 240 54

348 350 352 355 357 360 352 365 368 370 373 375 ;37,8

_

__ 39_1 394 397 400 402 405 408

-**4~1** 414 417 420 423 426 429 61

2,210 2.225**2.2~1** 2,257 2,272 2,288 2,304 2.321 2.337 2.353 2,370 2,386 2,403 2.420 62

2,644 2,662 2,681 2,700 2,7,19 2,738 2,757 ,2.776 2,796 2,815 2,835 2,855 _2,875 2,895 2,9,15

---- 2,_93_6

__ _

___ 2,957_

____2,489

------- ---- 2,97_7_

2,506 2,998' 2,524_ 3,019 2,541 3,040 2,559 z.sn 2,595' 2,614

__ 2,632 2,650 2,669 2,688 2,707 2,726 2,745

___ 2,764 3,062 3,083 3,105 _3,127 3,149**_3,17~** 3,193 '3,21_5 3,238 3,261 3,284 3,307 Source; Quality assured vehicle**registra~on** data for the combined Vanderburgh County and Warrick County area for source types 21, 32, and 32, MOVES2010a default m11eage accumulation rates for an other source types. Population groVI/I:h factors are taken from local socioeconomic data forecasts.Appendix D Vanderburgh and Warrick Counties Meteorological Data: Ozone PM2.5 monthiD zoneiD HouriD temperature reiHumidity monthiD zoneiD HouriD temperature reiHumiditv 7 181730 1 72.6 63.9 4 181730 1 49.9 100.0 7 181730 2 71.3 66.6 4 181730 2 48.7 100.0 7 181730 3 70.4 68.8 4 181730 3 47.7 100.0 7 181730 4 69.7 70.5 4 181730 4 47.0 100.0 7 181730 5 69.1 71.8 4 181730 5 46.5 100.0 7 181730 6 68.5 73.3 4 181730 6 45.8 100.0 7 181730 7 68.0 74.6 4 181730 7 45.3 100.0 7 181730 8 68.4 73.5 4 181730 8 45.7 100.0 7 181730 9 71.1 67.2 4 181730 9 48.4 100.0 7 181730 10 75.3 58.3 4 181730 10 52.7 97.4 7 181730 11 79.6 50.6 4 181730 11 57.1 83.1 7 181730 12 83.2 44.9 4 181730 12 60.8 72.7 7 181730 13 86.5 40.5 4 181730 13 64.1 64.7 7 181730 14 88.2 38.3 4 181730 14 65.9 60.8 7 181730 15 88.8 37.6 4 181730 15 66.5 59.5 7 181730 16 89.0 37.4 4 181730 16 66.7 59.1 7 181730 17 88.6 37.9 4 181730 17 66.3 60.0 7 181730 18 87.3 39.4 4 181730 18 65.0 62.7 7 181730 19 85.2 42.1 4 181730 19 62.9 67.6 7 181730 20 82.5 45.9 4 181730 20 60.1 74.5 7 181730 21 79.8 50.2 4 181730 21 57.3 82.3 7 181730 22 77.5 54.2 4 181730 22 54.9 89.8 7 181730 23 75.8 57.3 4 181730 23 53.2 95.5 7 181730 24 74.1 60.6 4 181730 24 51.5 100.0
Source: Mobile 6.2 reported meteorological data from Request for Redesignation and Maintenance Plan for Ozone Attainment in the 8-hour Ozone Basic Nonattainment Area"Appendix D, developed by Indiana Department of Environmental Management in June 2, 2005 and the draft Request for Redesignation and Maintenance Plan under the Annual National AmbientAir Quality Standard for Fine Particles, Appendix F, developed by the Indiana Department of Environmental Management in January, 2011 converted using EPA data converter.Appendix E
Indiana Default VMT Distributions by Vehicle Type and Road Type:

Road Light Duty Single Unit Combination Type Motorcycle Passenger Car Truck Bus Truck Truck 2 0.007033832 0.506408086 0.163786651 0.004174166 0.007773053 0.310824213 3 0.001733929 0.659751199 0.225767175 0.000793168 0.010963315 0.100991214 4 0.003973041 0.569953374 0.254198647 0.002831718 0.009082816 0.159960404 5 0.002785022 0.702754695 0.245240087 0.001402085 0.009764356 0.038053756

Source: Statewide averages developed from Indiana Department of Transportation traffic count data.Appendix F
Indiana Default Hourly Distribution Factors for Road Type 2- Rural RestrictedAccess: Source Types Hour 11 21 31 32 41 42 43 51 52 53 54 61 62 1 0.0125903247**0.01012~9844** 0.0084967341 0.0084967341 0.0254913340 0.0254913340 0.0254913340 0.0126607789 0.0126607789' 0.0126607789 0.0126607789 0.0197906895 0.0197906895 2 0.0104070951 0.0069241973 0.0066421955 0.0066421955 0.0269500431 0.0269500431 0.0269500431 0.0114617645 O.D114617645 0.0114617645 0.0114617645 0.0212124099 0.0212124099 3 0.0098043179 0.0056567534 '0.0061275627 0.0061275627 0.0231103443 0.0231103443 0.0231103443 0.0107741941 0.0107741941 0.0107}41941 0.0107741941 0.0201622890 0.0201622890 4 0.0140329469 0.0069658232 0.0084286563 0.0084286563 0.0234460042 0.0234460042 0.0234460042 0.0128724692 0.0128724692 0.0128724692 0.0128724692 0.0213065902 0.0213065902 5 0.0165212405 0.0100941552 0.0134026652 0,0134026652 0.0244090660 0.0244090660 0.0244090660 0,0174195788 0.0174195788 _0.0174195788 0.0174195788 0,0250478552 0.0250478552 6 0.0312047458 0.0241732202 0.0316551315 0.0316551315 0.0322923692 0.0322923692 0.0322923692 0.0261005783 0.0261005783 0.0261005783 0.0261005783 0.0304976568 0.0304976568 7 0.0399082603 0.0390974746 0.0481531313 0.048153131_3_ 0.0302344914 _0.030234491:4_ 0.0302344914 0.0420450985 0.0420450985

. 0.0420450985 0.0420450985 0.0339947725 0.0339947725 8 0.0482864956 0.0528758381 0.0535145983 0.0535145983 0.0386071681 0.0386071681 0.0386071681 0.0556119122 0.0556119122 0.0556119122 0.0556119122**0.0383~35322** 0.0383435322 9 0.0472316355 0.04931**0~459** .0.0541442978 ·0.0541442978,

. 0.0454144773_ 0.0454144773 0.0454144773 0.0647383083 0.0647383083 0.0647383083 0.0647383083 0.0447350945 0.0447350945 10 0.0521292001 0.0488627065**0.05~0682?51** 0.0570682751 0.0533197396 0.0533197396 0.0533197396 0.0711110358 0.0711110358 0.0711110358 0.0711110358 0.0517738130 0.0517738130 11 0.0559204481 0.0513700269 0.0575854739 0.0575854739 0.0576707709 o:o5767077o9 0.0576707709 0.0730230234 0.0730230234 0.0730230234 0.0730230234 0.0557712484 0.0557712484 12 0.0572822100 0.0533048469 0.0582753930 0.0582753930 0.0549541212 0.0549541212 0.0549541212 0.0731872952 0.0731872952 0.0731872952 0.0731872952 0.0571435296 0.0571435296 13 0.0592008057 0.0551588141 0.0599414146 0.0599414146 0.0541541840 0.0541541840 0.0541541840 0.0739324454 0.0739324454 0.0739324454 0.0739324454 0.0567014536 0.0567014536 14 0.0615145144 0.0595500442 0.0635019874 0.0635019874 0.0570747392 0.0570747392 0.0570747392 0.0746488056 0.0746488056 0.0746488056 0.0746488056 0.0567500887 0.0567500887 15 0.0647783324 0.0662712693 0.0683897966 0.0683897966 0.0551925339 0.0551925339 0.0551925339 0.0704234655 0.0704234655 0.0704234655 0.0704234655 0.0578234055 0.0578234055 16 0.0713500739 0.0764876319 0.0772110428 0.0772110428 0.0551956709 0.0551956709 0.0551956709 0.0628601912 0.0828801912 0.0628601912 0.0628601912 0.0577540296 0.0577540296 17 0.0754978425 0.0847160034 0.0792545794**~** 0.0792545794 0.0557979766 0.0557979766 9.0557979766 0.05347_12990

___ _0.0534712990 0.0534712990 0.0534712990 0.0562910814 0.0562910814 18 0.0693763461 0.0821220539 0.0693254052 0.0693254052 0.0501011685 0.0501011685 0.0501011685 0.0436895095 0.0436895095 0.0436895095 0.0436895095 0.0527021980 0.0527021980 19

....... 0.0542187052 0.0620082513 0.0521045300 0.0521045300 0.0459665909 ' 0.0459665909 0.0459665909 0.0363413126

- _0.03834,13126 0.0363413126 0.0363413126

..0.05022_15100 0,0502215100' 20 0.0432143461 0.0459015588 0.0390794599 0.0390794599 0.0462959768 0.0462959768 0.0462959768 0.0312048570 0.0312048570 0.0312048570 0.0312048570 0.0467116534 0.0467116534 21

... 0.0358137860 0.0372595462 _0,0311015284 0.0311015284 0.0418602483 0.0418802463 0.0418602463 0.0261242877 0.0261242877 0.0261242877 0.0261242877, 0.0421311043 0.04213_1_10_43

__ 22 0.0294294934 0.0312744978 0.0249803003 0.0249803003 0.0366496745 0.0366496745 0.0366496745 0.0215822587 0.0215822587 0.0215822587 0.0215822587 0.0381387483 0.0381387483 23 0. 0223450238 0.0235734666 0.0182964081 0.0182964081 o;o347517842 0.0347517842 0.0347517842 0.0189759266 0.0189759266 0,0189759266 0.0189759266 0.0342326572 0.0342326572 24 0.0179418099 0.0169198902 0.0133194323 0.0133194323 0.0310595247 0.0310595247 0.0310595247 0.0157396039 0.0157396039 0.0157396039 0.0157396039 0.0307625891 0.0307625891

Source: Statewide averages developed from Indiana Department of Transportation traffic count data.Indiana Default Hourlv Distribution Factors for Road Tvoe 3- Rural Unrestricted Access: Source Types Hour 11 21 31 32 41 42 43 51 52 53 54 61 62 1 0.0040299464 0.0073183989 0.0054636028 0.0054636028 0.0036998387 0.0036998387 0.0036998387:**~** 0,0043986387 0.0043986387 0.0043986387 0.0043986387 0.0164160879 0.0164160879 2 0.0040299464 0.0041131835 0,0034619242 0.0034619242 0.0045536477 0.0045536477 0.0045536477 0.0041872686 0.0041872686 0.0041872686 0.0041872686 0.0167510731 0.0167510731 3 0.0041817017 0.0032797517 0.0030691885 0.0030691885 0.0046485153 0.0046485153 0.0046485153 0.0073497934 0.0073497934 0.0073497934 0.0073497934 0.0165479051 0.0165479051 4 0.0053114356 0.0057247729 0.0048082254 0.0048082254 0.0039844417 0.0039844417 0.0039844417 0.0084039684 0.0084039684 0.0084039684 0.0084039684 0.0195836328 0.0195836328 5 0.0140963815 0.0151258840 0.0143177758 0.0143177758 0.0082534864 0.0082534864 0.0082534864 0.0153176438 0.0153176438 0.0153176438 0.0153176438 0.0258467673 0.025846?:673 6 0.0292719118 0.0316782840 0.0354335195 0.0354335195 0.0293141068 0.0293141068 0.0293141068 0.0299744215 0.0299744215 0.0299744215 0.0299744215 0.0344245647 0.0344245647 7 0.0397598894 0.0468485516 0.0516314034 0.0516314034 0.0496157860 0.0496157860 0.0496157860 0.0557776279 0.0557776279 0.0557776279 0.0557776279 0.0440469233 0.0440469233 8 0.0448183995 0.0633910409 0.0636260878 0.0636260878 0.0768428043 0.0768428043 0.0768428043 0.0778885464 0.0778885464 0.0778885464 0.0778885464 0.0512793380 0.0512793380_ 9 0.0370114322 0.0460357746 0.0558633273 0.0558633273 0.1049236315 0.1049236315**~** 0.1049236315 0.0853025536 0.0853025536 0.0853025536 0.0853025536 0.0568238265 0.0568238265 10 0.0416989849 0.0427840868 0.0547852386 0.0547852386 0.1065363817 0.1065363817 0.1065363817 0.0879727734

..**0.0_8~9?27?34.** 0.0_879727?34 0.0879727734 0.0599756501 0.0599756501 11

. 0,050939196?: 0.0444183487 0.0568454275 0.0568454275 0.1186794422 .0.1186794422 '0.1186794422 0.0886336394 0.0886336394 0.0886336394 .0.0886336394 0.0633505956 0.0633505956 ,)2 0.0563855259 0.05_12966366

__ 0.0618918527

__ 0.0618918527 0.1154539418 0.1154539418 0.1154539418 0.0859045570 0.0859045570 0.0859045570 0.0859045570 0.0635864154 0.0635864154 13 0.0638721209 0.0537246907 0.0610818211 0.0610818211 0.0999905132 0.0999905132 0.0999905132 0.0858537212 0.0858537212 0.085S537212 0.0858537212 0.0644099711_ 0.0644099711 14 0.0708697265 0.0545001954 0.0632013074 0.0632013074 0.0864244379 0.0864244379 0.0864244379 0.0852196109 0.0852196109 0.0852196109 0.0852196109 0.0637040231 0.0637040231 •· 15 O.On4626513 0.0656899700 0.0681384267. 0.0681384267_- 0.0592922873 0.0592922873_ 0.0592922873 0.0774551039 0.0774551039 0.0774551039 o:o774551039 0.06096579:13 0.0609657913 16 0.0849155229 0.0775959037 0.0765115831 0.0765115831 0.0295038421 0.0295038421 0.0295038421 0.0663381066 0.0663381066 0.0663381066 0.0663381066 0.0570058311 0.0570058311 17 0.0916096179 0.0871890696 0.0796014405 0.0796014405 0.0317806660 0.0317806660 0.0317806660 0.04335227:64 0.0433522764 0.0433522764 0.0433522764 0.0517440242 0.0517440242 18 0.0855899909 0.0856725476 0.0737419189 0.0737419189 0.0184043260 0.0184043260 0.0184043260 0.0290727541 0.0290727541 0.0290727541 0.0290727541 0.0467760851 0.0467760851 19

.. 0.06S5259502 0.0656330958**~ _0.054-527275~**  0.0545272751 .0.0\20461928 0.0120481928 0.0120481928 0.0187744815 o.o18n44815 0.0187744815 0.0187744815 0.0413186686 0.04:1_31_8668_6_

... 20

...... 0.0503658989 0.0457301992 0.0390975413 0.0390975413 0.0118584575 0.0118584575 0.0118584575 0.0129711680 0.0129711680 0.0129711680 0.0129711680 0.0364127078 0.0364127078 21

____ .. 0.0353421239 0.0400621944 0.0294058171 0.0294058171 0.0096765013 0.0096765013 0.0096765013 0.01,06166656

__**0.0106~66656** 0.0106166656 0.0106166656 0.0318882915**0.03,1,88829~5.** .. 22

...... 0.0217853168 0.0289018238 0.0218457686 0.0218457686 0.0061663979 0.0061663979 0.0061663979 0.0079972816 0.0079972816 0.0079972816 0.0079972816 0.0290264055 0.0290264055 23

. ······

... 0.01,1_9380838

N 0.0205028665**~** 0.0136731866 ,-0.0136'7:31866**~-** 0.0048382506 0.0048382506 0.0048382506 0.0061564888. 0.0061564888 0.0061564888 0.0061564888 :o-.6255574344: _6.0255sr4244 .'. 24 0.0061882440 0.0127827290 0.0079763402 0.0079763402 0.0035101034 0.0035101034 0.0035101034 0.0050809093 0.0050809093 0.0050809093 0.0050809093 0.0225579868 0.0225579868

Source: Statewide averages developed from Indiana Department ofTransportation traffic count data.Indiana Default Hourlv Distribution Factors for Road Tvoe 4 -Urban RestrictedAccess: Source Types Hour 11 21 31 32 41 42 43 51 52 53 54 61 62 1 0.0114838630 0.0104500369 0.0090397680 0.0090397680 0.0186488577 0.0186488577 0.0186488577 0.0090968023 0.0090968023 0.0090968023 0.0090968023 0.0194173119 0.01941(3119' 2 0.0071800855 0.0062500477 0.0056304309 0.0056304309 0.0163411464 0.0163411464 0.0163411464 0.0080102618 0.0080102618 0.0080102618 0.0080102618 0.0198708197 0.0198708197 3 0.0063691205 0.0049689741 0.0046493622 0.0046493622 0.0157775876 O.Q157775876 0.0157775876 0.0078361983 0.0078361983 0.0078361983 0.0078361983 0.0186489893 0.0186489893 4 0.0073777516 0.0058427101 0.0058801326 0.0058801326 0.0161766037 0.0161766037 0.0161766037 0.0086827231 0.0086827231 0.0086827231 0.0086827231 0.0198231326 0.0198231326 5 0.0108139353 0.0098545059 0. 01 08999000 0.010899QOOO 0.0221330492 0.0221330492**0.0221_33~92** 0.0117453229 0.0117453229 0.0117453229 0.0117453229 0.0232515449 0.0232515449 6 0.0235457656 0.0231603609 0.0263517526 0.0263517526 0.0299755654 0.0299755654 0.0299755654 0.0204013312 0.0204013312 0.0204013312 0.0204013312 0.0294638153 0.0294638153 7 0.0461.7:47881 0.0495085217 0.0542414568 0.0542414568 0.0393812372 0.0393812372 0.0393812372 0.0435263184 0.0435263184 0.0435263184 0.0435263184. 0.0375553768 0.0375553768 8 0.0567226756 0.0788353145 0.0674512195 0.0674512195 0.0503870867 0.0503870867 0.0503870867 0.0659533819 0.0659533819 0.0659533819 0.0659533819 0.0446175773 0.0446175773 9 0.0493171440 0.0538279223 0.0614111771 0.0614111771 0.0589556475 0.0589556475 0.0589556475 0.0756333178 0.0756333178 0.0756333178 0.0756333178 0.0515843704 0.0515843704 10

........... 0.0406144957 0.0466481655 0.0536303211 0.0536303211 0.0581555587 0.0581555587 0.0581555587 0.0790728466 0.0790728466 0.0790728466 0.0790728466 0.0553194565 0.0553194565 11 0.0415130748 0.0428102606 0.0512594850 0,0512594850 o:o616027281 0.0616027281 0.0616027281 0,0824723032 0.0824723032 0.0824(23032 0.0824723032 0.0583081277 0.0583081277 12 0.0465166969 0.0452333632 0.0529793024 0.0529793024 0.0644246353 0.0644246353 0.0644246353 0.0820640679 0.0820640679 0.0820640679 0.0820640679 0.0589378233 0.0589378233 13 0.0517959830 0.047848(216 0.0547982766 0.0547982766 0.0637644078 O.M37644078 0.0637644078 0.0808088903 0.0808088903 0.0808088903 0.0808088903 0.0575925555 0.0575925555 14 0.0566713893 0.0502151226 0.0576880799 0.0576880799 0.0625591325 0.0625591325 0.0625591325 0.0811795580 0.0811795580 0.0811795580 0.0811795580 0.0571667797 0.0571667797 15 0.0671882913 0,0580384620 0.0656779676 0.06567796(6 0,0619482678 0.0619482678 0.0619482678 0,0795090490 0.0795090490 0.0795090490 0.0795090490 0.057342967,4 0.0573429674 16 0.0810035452 0.0715596945 0.0786905659 0.0786905659 0.0609466141 0.0609466141 0.0609466141 0.0727723312 0.0727723312 0.0727723312 0.0727723312 0.0567213465 0.0567213465 17 0.0863864724 0.0838541123 0.082137.1575 0.0821371575 0,057'7256909

. 0.0577256909 0.0577256909 0.0563364761 0.0563364761 0.0563364761 0.0563364761 0.0551911545 0.0551911545 18 0.0843264717 0.0874512168 0.0756929494 0.0756929494 0.0510164625 0.0510164625 0.0510164625 0.0371719560 0.0371719560 0.0371719560 0.0371719560 0.0531125437 0.0531125437 19 0.0645951265 0.060436437:4 '

.. 0.0543673700

. 0.0543673700" O.Q4509_909_58. 0.0450990958 0.0450990958 0.0249336618 0.0249336618 0.0249336618 0.0249336618 Q.0'!87J99307,

..**o;o~71_99307_** 20 0.0469536991 0.0424749554 0.0373951308 0.0373951308 0.0384927066 0.0384927066 0.0384927066 0.0188134711 0.0188134711 0.0188134711 0.0188134711 0.0432101938 0.0432101938

.... 21 0.0373781148 0.0353280630 0.029318142( 0.0293181427 0.0322318571 0.0322318571 0.032231857,1

... 0.01.6244677,4**0.01624467'7~.** 0.01.62446774

. '0.0162446774**0.03903~9248** 0.0390319248 22 0.0316564842 0.0313403787 0.0249971308 0.0249971308 0.0282046747 0.0282046747 0.0282046747 0.0142456600 0.0142456600 0.0142456600 0.0142456600 0.03551184_4:6 0.0355118446 23 0.0245992722

.. 0.0251562568 0.02035055#**0.020350,5~** "' 0.02427004(5 0.0242700475. 0.0242700475 0.0124474209 0.0124474209 .0.01,24,474209

.. 0.012447,4209

.. .. 0.03177l1657. o.o31TI11657

.. 24 0.0198157539 0.0189063955 0.0154623663 0.0154623663 0.0217813392 0.0217813392 0.0217813392 0.0110419727 0.0110419727 0.0110419727 0.0110419727 0.0278292477 0.0278292477

Source: Statewide averages developed from Indiana Department of Transportation traffic count data.Indiana Default Hourlv DJstnbutton F actors for oa voe5- r,an nrestncte R dT 11 b 

### u dAccess: Source Types Hour 11 21 31 32 41 42 43 51 52 53 54 61 62 1 0.0092279794 0.0085268711 0.0060669694 0.0060669694 0.0126828270 0.0126828270 0.0126828270 0.0037158531 0.0037158531 0.0037158531 0.0037158531 0.0106396358 0.0106396358 2 0.0055316691 0.0048527626 0.0037675180 0.0037675180 0.0099485186 0.0099485186 0.0099485186 0.0038117041 0.0038117041 0.0038117041 0.0038117041 0.0124309233 0.0124309233 3 0.0047273286 0.0037895145 0.0033129405 0.0033129405 0.0069482800 0.0069482800 0.0069482800 0.0044165887 0.0044165887 0.0044165887 0.0044165887 0.0121505035 0.0121505035 4 0.0047017359 0.0044201159 0.0042394230 0.0042394230 0.0113599945 0.0113599945 0.0113599945 0.0056282193 0.0056282193 0.0056282193 0.0056282193 0.0144699998 0.0144699998 5 0.0081859928 0.0079416389 0.0087215410 0.008721S41.0 0.0153898606 0.0153898606 0.0153898606 0.0086545038 0.0086545038 0.0086545038 0.0086545038 0.0210508569 0.0210508569 6 0.0225361588 0.0203863353 0.0238668712 0.0238668712 0.0256929528 0.0256929528 0.0256929528 0.0191822890 0.0191822890 0.0191822890 0.0191822890 0.0299165403 0.0299165403

........ 7 0.0435184779 0.0478282898 0.0541952158 0.0541952158 0.04483311:1( 0.0448331117 0.0448331117 O.OM8068371 "0.041806B371 0.0418068371 0.0418068371 0.0436775030 0.0436775030 8 0.0602121997 0.0721456866 0.0675347974 0.0675347974 0.0691895946 0.0691895946 0.0691895946 0.0731482386 0.0731482386 0.0731482386 0.0731482386 0.0588846976 0.0588646976 9 0.0556311148 0.0567013667 0.0643660182 0.0643660182 0.0747059425 0.0747059425

... 0.0747059425 0.0880926125 ' 0.0880926125 0.0880926125 0.0880926125 0.0640862836 0.0640862836 10 """" 0.0485821670 0.0466493163 0.0603283916 0.0603283916 0.0803995772 0.0803995772 0.0803995772 0.0921313810 0.0921313810 0.0921313810 0.0921313810 0.0680944168 0.0680944168 11 0.0495985610 0.0468148434 0.0590657789 0.0590657789 0.0774061573 0.0774061573 0.0774061573 0.0943973720 0.0943973720 0.0943973720 0.0943973720 0.0703404942 0.0703404942 12 0.0573056055 0.0516032787 0.0615645883 0.0615645883 0.0753332651 0.0753332651 0.0753332651 0.0911430924 0.0911430924 0.0911430924 0.0911430924 0.0698309800 0.0698309800 13 0.0607752380 0.0555323143 0.0626732860 0.0626732860 0.0739763390 0.0739763390 0.0739763390 0.0895629476 0.0895629476 0.0895629476 0.0895629476 o:o685413889 0.0685413889 14 0.0609214817 0.0562211160 0.0629887267 0.0629887267 0.0779993863 0.0779993863 0.0779993863 0.0912650000 0.0912650000 0.0912650000 0.0912650000 0.0671175363 0.0671175363 15 0.0649907135 0.0607579027 0.0667909366 0.0667909366 0.0761037810 0.0761037810 0.0761037810 0.0905726397 0.0905726397 0.0905726397 0.0905726397 0.0651260461 0.0651260461 16 0.0724418316 0.0715477952 0.0751790074 0.0751790074 0.0728035185 0.0728035185 0.0728035185 0.0775387708 0.0775387708 0.0775387708 0.0775387708 0.0605241028 0.0605241028 17 0.07_73519648 0.0803647101 0.0757034489 0.0757034489 0.0526405510 0.0526405510 0.0526405510 0.0464337395 0.0464337395 0.0464337395 0.0464337395 0.0557685235 0.0557685235 18 0.0770777578 0.0832250581 0.0684911688 0.0684911688 0.0347686748 0.0347686748 0.0347!386748 0.0260342365 0.0260342365 0.0260342365 0.0260342365 0.0506461891 0.0506461891 19 0.0635977420 0.0637849687 0.0526386278 0.0526386278 0.0285090860 0.0285090860 0.0285090860 0.0173341336 0.0173341336 0.0173341336 0.0173341336 0.0402747366 0.0402747366 20 0.0483079600 0.0462284324 0.0372839274 0.0372839274 0.0220585728 0.0220585728 0.0220585728 0.0112536468 0.0112536468 0.0112536468 0.0112536468 0.0310667712 0.0310667712 21 0.0383158572 0.0386568197 0.0292289942 0.0292289942 0.0174082029 0.0174082029

.. 0.0174082029 0.0076615624 0.0076615624 ' 0.0076615624 0.0076615624 0.0268533367 0.0268533367 22 0.0305027859 0.0325107827 0.0236169348 0.0236169348 0.0137124544 0.0137124544 0.0137124544 0.0062358957 0.0062358957 0.0062358957 0.0062358957_ 0.0231915644 0.0231915644 23 0.0214502991**0.02360~7051** 0,0170601049' 0.0170601049 0.0139442910 0.0139442910 0.0139442910 0.0053276381 0.0053276381
N 0.0053276381 0.0053276381 0.0193751364' 0.0193751364 24 0.0145073780 0.0159083752 0.0113147831 0.0113147831 0.0121850602 0.0121850602 0.0121850602 0.0046510979 0.0046510979 0.0046510979 0.0046510979 0.0159618330 0.0159618330

Source: Statewide averages developed from Indiana Department of Transportation traffic count data.Appendix G

Indiana Default Dailv Distribution Factors: dayiD monthiD 2 5 1 0.2325411725 0. 7674588275 2 0.2380547378 0.7619452622 3 0.2393402049 0.7606597951 4 0.2396052454 0. 7603947546 5 0.2484757701 0.7515242299 6 0.2489743665 0.7510256335 7 0.2481153021 0.7518846979 8 0.2527028648 0.7472971352 9 0.2496078420 0.7503921580 10 0.2462808693 0. 7537191307 11 0.2439742406 0. 7560257594 12 0.2258784720 0. 7741215280

Source: Statewide averages developed from Indiana Department of Transportation traffic count data.Appendix H
Indiana Default Monthly Distribution Factors: monthiD monthVMTFraction 1 0.0733424010 2 0.0693661929 3 0.0827036024 4 0.0831789580 5 0.0891346903 6 0.0888150873 7 0.0907968617 8 0.0918542094 9 0.0854175366 10 0.0875162272 11 0.0812354405 12 0.0766387926

Source: Statewide averages developed from Indiana Department of Transportation traffic count data.Appendix I Vanderbur.qh and Warrick Counties Ramp Fractions: Ramp Road Type Fraction
2 4 2% 13%
Source: Analysis of VHT from the Evansville MPO travel demand model.

# Appendix B

Vanderburgh and WarrickCounties, Indiana, Maintenance Area Interagency Consultation Group Meeting Minutes/Summary

### This page left intentionally blank

### Interagency Consultation Group (ICG) Confe1·ence Call Minutes

For the MOBILE6.2 to MOVES MVEB Replacement Update Related to the Vanderburgh and Warrick Counties, Indiana, Maintenance Area under the 1997 8-Hour Ozone Standard

ICG Conference Call Date and Time



### • February 

### 13,2013 at lpm Eastern

ICG Attendees



### • Shawn Seals (IDEM), Anthony Maietta (EPA),Greg Kalter (INDOT), LatTy Heil (FHWA), Ron Hinsenkamp (WCIEDD), Dan White (WCIEDD), Seyed Shokouhzadeh (EMPO), and Vishu Lingala (EMPO)

ICG Discussion Topics and Conclusions 

### I. For the Ozone MVEB Replacement submittal, various mobile source margins of safety were discussed. A. 

### After discussion, the consensus ofthe ICG was that as long as the a 15% mobile source margin of safety for VOC and NO, emissions does not result in
an exceedance ofthe all sources margins of safety, it was reasonable and appropriate for inclusion in MVEB replacement submittal.

2. For the PM2.s MVEB Replacement submittal, various mobile source margins of safety were discussed. A. After discussion, the consensus ofthe ICG was that as long as the a 15% mobile source margin of safety for NOx and PM2

_ 5 

### emissions does not result in
an exceedance ofthe all sources margins of safety, it was reasonable and appropriate for inclusion in MVEB replacement submittal.



### B-1