INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 

We Protect Hoosiers 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 

May 20,2013 

Ms. Susan Hedman 

Regional Administrator 

U.S. Environmental Protection Agency 

Region 5 

77 West Jackson Boulevard 

Chicago, IL 60604-3950 

Dear Ms. Hedman: 

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 Greene County, 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 Greene County, 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 Greene 

County, Indiana, submitted by IDEM on September 6, 2005, with an effective date of 

December 29, 2005. 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 Greene County, 

Indiana, if a public hearing request is received by June 5, 2013. A hearing has been 

scheduled for June 12, 2013. If a request for a public hearing is not received by June 5, 

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 

Greene County, Indiana, will document the public review process, including a detailed 

summary of and response to substantive comments. 

Recycled Paper @ An Equal Opportunity Employer Please Recycle () 
Ms. Hedman 

Page 2 

This MOBILE6.2 to MOVES MVEB replacement update incorporates onroad 

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 Greene County, Indiana, area's traveldemand 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 

on road safety margins are allocated to onroad emission estimates in order to account for 

the wide array of assumptions that are factored into the calculation process. With the 

addition of on road safety margins applied to mobile sources, the Greene County, 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 Greene County, 

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/ghf 

Enclosures: 

Sincerely, 

I ">I n 

/) .• c.U-- () .• ~~..v-u 

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 

Nonattainment Area for Greene County, Indiana and Appendices. 

Electronic MOVES-based modeling input and output data files. 
Ms. Hedman 

Page 3 

cc: Doug Aburano, U.S. EPA Region 5 (w/ enclosures) 

Steve Rosenthal, U.S. EPA Region 5 (no enclosures) 

Ed Doty, U.S. EPA Region 5 (w/ enclosures) 

Pam Blakley, U.S. EPA Region 5 (no enclosures) 

Anthony Maietta, U.S. EPA Region 5 (no enclosures) 

Chris Panos, U.S. EPA Region 5 (no enclosures) 

Steve Smith, IN DOT (w/ enclosures) 

Keith Baugues, IDEM (no enclosures) 

Scott Deloney, IDEM (no enclosures) 

Shawn Seals, IDEM (w/ enclosures) 

Gale Ferris, IDEM (w/ enclosures) 

LEGAL NOTICE OF PUBLIC HEARING 

Motor Vehicle Emission Budget Replacement Update to the Maintenance Plan for 

the 1997 8-Hour Ozone Standard for Greene County, 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 

opportunity for public hearing regarding the Motor Vehicle Emission Budget (MVEB) 

replacement update to the maintenance plan for the 1997 8-hour ozone standard for 

Greene County, Indiana. Onroad emissions for the original submittal 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 of the 

proposed MVEB replacement update to the Greene County, Indiana, maintenance area 

for the 1997 8-hour ozone standard. 

The purpose of this notice is to solicit public comment on Indiana's proposed 

MVEB replacement update. Greene County, Indiana, was designated as nonattainment 

for the 1997 8-hour ozone standard and is subject to the requirements of Section 172 of 

the Clean Air Act (CAA). One of the compliance requirements mandated by Section 

175A(b) of the 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 cunent maintenance period. This 

submittal of the proposed MVEB replacement update to the Request for Redesignation 

and Maintenance Plan for Ozone Attainment in the 8-How· Ozone Basic Nonattainment 

Area for Greene County, Indiana, maintenance area that was originally submitted on 

September 6, 2005, is being drafted and submitted consistent with U.S. EPA guidance. 

Upon completion of this 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 of the draft documents will be available on or before May 22, 2013, to any 

person upon request and at the following locations: 

• Indiana Department of Enviromnental Management, Office of Air Quality, 

Indiana Government Center North, 100 North Senate Avenue, Room Nl003, 

Indianapolis, Indiana. 

• Linton Public Library, 95 S.E. 1st Street, Linton, Indiana. 

The draft documents will also be available on the following web page: 

http://www.in.gov/idem/airguality/2400.htm 

1 
An electronic version of all MOVES mobile model input and output files will be 

available at the public hearing, if held, or upon request. 

Any person may submit written comments on the MVEB replacement update to 

the Greene County, Indiana, 1997 8-hour ozone maintenance area on or before June 21, 

2013. Written comments should be directed to Mr. Gale Ferris, Mail Code 61-50, Office 

of Air Quality, Indiana Department of Environmental Management, 100 North Senate 

Avenue, Indianapolis, Indiana 46204; or fax (317) 233-5967; or email at 

gferris@idem.in.gov. Interested pmiies may also present oral or written comments at the 

public hearing, if held. Oral statements will be heard, but for the accuracy of the 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 hem·ing on the MVEB replacement update to the maintenance plan for 

the 1997 8-hour ozone standard for Greene County, Indiana will be held if a public 

hearing request is received by June 5, 2013. A hearing has been scheduled for June 12, 

2013. The meeting will convene at 6:00p.m. (local time) at the Linton Public Library, 95 

S.E. 1 ''Street, Linton, Indiana 47441. If a request for a public hearing is not received by 

June 5, 2013, the hearing will be cancelled. Interested pmiies can check the State of 

Indiana's online calendar at http://www.in.gov/activecalendar/EventList.aspx or contact 

Mr. Gale Ferris at (317) 234-3653, after June 5, 2013, to see if the hearing has been 

cancelled or will convene. 

A transcript of the 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 of reproduction costs. Any person heard or represented at the 

hearing or requesting notice shall be given written notice of actions resulting from the 

hearing. 

For additional information contact Mr. Gale Ferris, at the Indiana Department of 

Environmental Management, Office of Air Quality, Room NI001, Indiana Government 

Center North, I 00 Nmih Senate Avenue, Indianapolis, IN 46204 or call (317) 234-3653 

or (800) 451-6027 ext. 4-3653 (in Indiana). 

************************************************************************ 

Individuals requiring reasonable accommodations for participation in this hearing, if 

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

Attn: ADA Coordinator 

Indiana Department of Environmental Management - Mail Code 50-I 0 

I 00 North Senate Avenue 

Indianapolis, IN 46204-2251 

Or call (317) 233-1785 (voice) or (317) 232-6565 (TDD). Please provide a minimum of 

72 hours notification. 

2 
DRAFT 

Onroad Emissions MOBILE6.2 to 

MOVES Replacement Submittal 

Maintenance A.;~§: u~d~r the 1997 

s·~·lii~·~~··:o i~m~·······s~·~~·dard «•"" '"" ':}::'\ 

May 2013 
This page intentionally left blanl• 
Introduction 

On September 6, 2005, the Indiana Department of Environmental Management (IDEM) submitted a 

Request for Redesignation and Maintenance Plan for Ozone Attainment in the 8-Hour Ozone Basic 

Nonattainmenf Area, for Greene County, Indiana. The United States Environmental Protection 

Agency (U.S. EPA) subsequently approved the Indiana redesignation of Greene County, Indiana, to 

attainment for the 1997 8-hour ozone standard on November 14, 2005 (70 FR 69085), with an 

effective date of December 29,2005. Onroad emissions for the September 6, 2005, submittal were 

calculated using MOBILE6). U.S. EPA has encouraged mobile source stakeholders to transition 

to the new Motor Vehicle Emissions Simulator (MOVES) model.l)~.,expeditiously as possible. 

Therefore, IDEM is providing this MOBILE6.2 to MOVES rep!#~~ment update to the previously 

submitted 1997 8-hour ozone maintenance plan for the Greep.~j:¢()iinty, Indiana, ozone maintenance 

area that incorporates MOVES-based onroad emissions. ;::::/:Hj:::::;;::o 

Emission Inventory 

Table 4.1 titled, "Greene County Basic Nonattai~~~~:Area 2002 Basel;~~ ~n~J:'rojected 2010 and 

2015 Emissions Inventory" was included in Appendi~Qofthegxiginal Redesig~iltion Petition and 

Maintenance Plan. Table 4.1- A (to ll~ggnsidered a r~~l~<;l)m~Mofthe table ind@ed in 

Appendix C) has been revised to incoiMW~J:!pdated onr8a~~)hission estimates foi·nitrogen oxides 

(NOx) and volatile organic compounds ('\i;QCs)(\ll'Jhe years2QQ;2, 2010, and 2015; it results in a 

different overall safety margin for the area;'','\. "':::'\::;:,,, .. '<<<·>., ·.·.·.·.v ·.·. ' 

f~hle 4.1 ). 

Greene County B~~i~Nonattaji)Jnent Ar'~~~i):\)2 Baseliii'~~hd Projected 2010 and 2015 

Emis~lQ~Vnvent~rr (MOBlE~§.2-based Onroad Emissions) \'.',''' 

(Tons per Day) 

.. , ..•••• 

Sector 2002 NO, 2010NO, 2015NO, 

:]j]:::;, Area '>> 0.25 0.27 0.27 

N9n-road 1.61 1.37 1.22 

Oi'i.t:oad ;A+ ~ +A-() 

JioHit. 0.68 0.46 0.47 

Tot~} ,;::>. So% 4.:19 ~ 

Sector 2002VOC 2010VOC . 2015VOC 

Area 3.73 4.33 4.74 

Non-road 1.43 1.14 0.94 

Onroad :&.-74 -h8+ ~ 

Point 0.51 0.59 0.64 

Total 8.4! '1-.8+ .'f#.i 

1 
Table 4.1-A 

Greene County Basic Nonattainment Area 2002 Baseline and Projected 2010 and 2015 

Emissions Inventory (MOVES-based Onroad Emissions) 

(Tons per Day) 

Sector 2002 NOx 2010 NOx 2015 NOx 

Area 0.25 0.27 0.27 

Non-road 1.61 1.37 1.22 

Omoad 4.50 2.55 2.01 

Point 0.68 0.46 0.47 

Total 7.04 4.65 3.97 

Overall Safety N/A NIA 3.07 Margin 

Sector 2002 voc 2010 voc 2015VOC 

Area 3.73 4.33 4.74 

Non-road 1.43 1.14 0.94 

Omoad 1.92 1.16 0.78 

Point 0.51 0.59 0.64 

Total 7.59 7.22 7.10 

Overall Safety N/A N/A 0.49 Margin ,.,, . ,•.•,•.· .. ·.'. ··:··········· . . .... .... •' ··.. ·:·:·:·:·:·:·. ,.;;::::::::;:::::::: :·. ,;·:':\ ·:··:::::::~:::.:...... ·!!::::::::;:;., 

Omoad emission estiw.~W Hl [.~9. ~ 4.1 - re c:~~P.4Jat. s' ~.usingTJ s. EPA's MOVES modelproduced emission f@Nts and at~ xtracted ~~·~n We· area' i:" :Y, l-demand model. The 

MOVES model impleffl~nts a sigri'ffj~antly diff r~ t approach to emissions estimation than the 

previous model (MOBICE :~ . t.~!#¥:h~ ry use·-~ hre MOVES model indicates that emission 

estimates ca.n.:be cQn~~deraHI)i; <Ji.ffei enfth~ imil i\; ~~lculations using MOBILE6.2, which was 

,-: •,• .. ' . •, . •.·.• •••. •,•.·.-•.•.·.•.·- '•!·············:·. \. .·.·, 

used to .. ci'eM~ the origtj\a~ MVE~$Jor the Gi·~~J);~ ... Cd'linty, Indiana, 1997 8-hour ozone 

nonatt&infi1;ent area. ':g~ne~·al suh)m~ry of tlit '&{()VES methodology used in this area can be 

found irt.·Appendix A. In ··~4ditjo , 'fVlQ.:yES input and output files are being provided 

ele tronic lly ith this ubrriitt , GroW,th.: nd control strategy assumptions for non-mobile 

sources (i.e. al:e~, nonroad, and.]&jnt) fro :{ he original submittal for the years 2002, 2010, and 

2015 were develope~ before th e~~nomic challenges of the last several years. Because of this, 

the factors includecfii})be orig~*d submittal may project more growth than will actually occur in 

the futme. As a resul(:tl,:l~ grow'J l and control strategy assumptions for the non-mobile sources 

for the years 2002, 20l ·: a~d-:? 5 continue to be valid and do not affect the overall conclusions 

of the plan. ·· ··· 

Omoad safety margins have been included for omoad emission estimates to accommodate the 

wide array of assumptions that are factored into the calculation process. Since assumptions 

change over time, it is necessary to have an omoad safety margin that will accommodate the 

impact of refined 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 Greene County, Indiana, 1997 8-hour ozone maintenance area will 

2 
continue to decline leading to local reductions between 2002 (base year) and 2015 (maintenance 

plan horizon budget year). 

Transportation Conformity Budgets 

Table 5.1 titled, "Emission Estimations for On-Road Mobile Sources" was included on Page 17 of 

the original Redesignation Petition and Maintenance Plan for the Greene County, 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. .(::::f:~~~~~~j~:·. 

Table 5.1 .. :.(/:.~:?' /.·'· .. ·. ··:···, 

Emission Estimations for On-Road .Mobile Sources 

(MOBILE6.2-based x~aiEm ns) ·::;:;~=~~~~~~~) ··:!.~ ·.-.:~·::: ..•. 

VMT 1,292,263 1 580··.·:··· 9···:: a it -·==:::::81 763 636 · .. , __ .·. ·· .. ' ' .... ::.:::.. ..$;:;:;:;:;:;:. ' ' ··~·. •. . . . ... .... ·.·.·• ·.•.·.· ·. 

VOC (tons/day) 10% 

NOx (tons/day) 10% 

-:) 

-:;··=-=·~:~ 2010 2015 . 

1.92 1.1 6 0.78 

(~:: 1 •• >No x (tons/day)\ . ... . . .. 4.50 2.55 2.01 

:~~~;~:::.··. ···:~~::):-:" ··:===~~mm:::: ... 

Table 5.2 titl Mobile VehiCl~ mis dh; ;a ~dgets " was also included on Page 17 of the original 

Redesignation if on and rit~~ nce Plcih'for the Greene County, Indiana, 1997 8-hour ozone ... ·. '\''.''·' 

maintenance area. 'f.p:ble 5.2- A (to'!be considered a replacement of Table 5.2) has been revised to 

incorporate MVEBs uh:lted ~~lb:g U.S. EPA's MOVES model-produced emission factors and 

data extracted from the 'Q ~; ;~ ~yd' dem nd model as detailed in Table 5.1 - A. 

Table 5.2 

Mobile Vehicle Emission Budgets 

(MOBILE6.2-based Onroad Emissions) 

2015 tons/day 

voc -±-46 

NOx -l-M 

3 
Table 5.2 -A 

Mobile Vehicle Emission Budgets 

(MOVES-based Onroad Emissions) 

2015 

VOC (tons/day) 0.90 

NOx (tons/day) 2.31 

Through the interagency consultation process, it was determine~J$.M a maintenance plan horizon 

year budget of2015, would be appropriate. The interagenc~ .. 9#~:tiiiation group approved onroad 

margins of safety of fifteen percent (15%) for both VOC ~~ fNQx onroad emission estimates for 

the year 2015. A summary of this interagency consultati$Wciis !i ~~m can be found in Appendix 

B. These revised emission inventories clearly illust~·&~e tlift' onroa~CMQC and NOx emissions in the 

Greene County, Indiana, 1997 8-hour ozone mail).t.e!;afice area will c3=h#.lJ..l,le to decline leading to 

local reductions between 2002 (base year) and 2'0l5·.:(maintenance plan'ii~i 9n budget year). 

Furthermore, when compared to the overall safe~ :: ai g~n as q~i}~)!d in th~:::2gJ~:. qfFederal Regulations (CFR) at 40 CFR 93.1 Ol dJ:J~: .. ~vident the··oiit·<2.~a:· ~~rety margin alloB~t~bn is 

reasonable and appropriate. More spec P#.l ~~ .. even with tl ·· llocation of an onroad safety margin 

to mobile sources, emissions will contirt~~.~fcn fui;!;iP well belQ.wJ he overall safety margin for all 

sources as detailed in Table 4.1 - A. MVitBs a&HjJ:l'strained tei.ensure that the total emissions 

(i.e., all source categories) d9 no( exceed Q02 H~{~ffi~nt ye~i~ ~p):~ssions of either VOC or 

NOx, thereby ensuring ~61{tjj ued fi1aintenan :j:~{ th~J9.9.J :: :fi'9.w.· ozbff~ standard. 

Conclusion f~(:~> '],, .. ''(1~~~~~~;~~~ '<%:;J' 

This rv.roB~ ?: :i: ?:;~NJ?YES"ti$ ~~ inedt: ~P t~ t~::WAfre~iously submitted Reques~ for 

Redeszgnp:(f:0~1' 'Cfnd M'Cil'1J.(~?Jf!..Y1C ~~1.~[or Oz~ne 1V nment m the 8-Hou~ D_zone ~aszc 

Nonattdir rf!A~t Area, for Gt f:P:.~ Cot\Bty1)ndiana mcorporates omoad emissiOn estimates and a 

revised MV:l ~tsi g U.S. EP<A . receh~y <'!.~opted MOVES model. MVEBs have been revised in 

nticip~t o~ ot ~ftFandatory t~~i gf the ~yEs model in future t~ ansportation confmmity . . 

determmatiOns. ~B ::: nroad emis§~9P estimates were calculated usmg the MOVES-based emissiOn 

factors and data ex'hac'ted from th =:~aiea's travel-demand model. Onroad safety margins for VOCs 

··:·:·:·.·;·:·. :.:·:·:·:·) 

and NOx, established tnt§.~ h th :~U~:f.~ragency consultation process, are included in order to account 

for the wide array of ass\H#,# .9 :j H'at are factored into the calculation process. MVEBs are also 

constrained to ensure that tot~t1:Y.6c and NOx emissions (i.e., all source categories) do not exceed 

attainment year (2002) emissi.ons to ensure continued maintenance of the 1997 8-hour ozone 

standard. With the addition of MOVES-based onroad safety margins applied to mobile sources, 

the Greene County, Indiana, ozone maintenance area will continue to remain well below the 

overall safety margins for all sources into the future. As such, the 1997 8-hour ozone maintenance 

plan for Greene County, Indiana, continues to meet all applicable CAA requirements. 

4 
Appendix A 

Greene County, Indiana, 

Maintenance Area MOVES 

Methodology 
This page left intentionally blank 
Greene County 

MOVES2010a Input Data and 

Parameters 

INDOT Planning Contract 

Final Report 

October 4, 2012 

CDMth sm1 
Table 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- MOVES2010a Input Settings and Assumptions 

Appendix B- Vehicle Age Distributions for Greene County 

Appendix C- Vehicle Populations for Greene County 

Appendix D- Meteorological Data for Greene County 

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 Fractions 
Overview: 

This report is being written to document the input parameters for a set of MOVES201 Oa 

runs for the Greene County 8-hour Ozone Maintenance Area. This report contains a 

discussion on the intended input settings used in MOVES2010a 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. 

I 
There 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 Greene County 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 LDT4). 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 Inventory 

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. 

2 
Table 3: Distribution of MO BILE6.2 Liqht Dutv Trucks in to 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 lnventorv 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 Indiana statewide model was used to derive VMTs for the Southwest Indiana Rural 

Area by MOVES road. Only VMT from the model's highway network corresponding to 

the analysis area were analyzed. 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 

estimates derived for those source types using the MAR method were discarded and the 

observed data were used instead. 

3 
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 Greene County 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 

the Indiana Department of Environmental Management in September, 2005. The 

MOVES formatted meteorological data for Greene County 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. 

4 
SiteiD 

3000 

3200 

3300 

4000 

4500 

5600 

6100 

0105 

0201 

0210 

0303 

0327 

0403 

0501 

0502 

0507 

0602 

0603 

0608 

1315 

Table 4· Inventory of Permanent Count Stations 

City County Location Road Data Quality Type 

MUNCIE DELAWARE SR 332RM 0.5 3 Closed since 9/26/2006. No 

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 SR 2 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 SR 67 RM 80.6 3 Good 

SEYMOUR JACKSON 165 MM.47.0 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 SR 66 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. 

5 
Furthermore, 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. Since ramps are not a feature coded onto the Indiana 

statewide model as explicit facilities, the default MOVES ramp fractions of 8% were 

used. 

6 
Appendix A 

Number of Runs: 

Input Item Ozone 

Years 2002, 2010, 

2015,2020, 

2025,2030, 

2035,2040 

Pollutants/ Volatile 

Processes Organic 

Compound 

(VOC), NOx, 

and supporting 

Meteorology )'summer 

#ofMOVES 8 

runs 
General Parameters: 

MOVES Input Item 

Screen Ozone 

bescripti9ri ·1 be~Criptiori · 1 Olietcf19ke 

Scale Domain/Scale County 

i Calcull;dion Type j Emission Rate 

Time Sp;tn~ · Time Hour 

Aggregation 

Level 

Year 

Months 

Qays 

Hours 

GE!o!Jriiphic j (3eographic 

B.ounds · j Boun~s 

Vehicles 

Road 'type 

Pollutants/ 

Processes 

Vehicles 

Road Type 

Pollutants/ 

Processes 

[2002, 201 0, 

f 2Q15, 2020, 

:: 2025,20:}0, 

;: 2035,2040 

July 

Weekday 

Select All 

.j·(3reepe ci>unty 

All Gas and 

Diesel 

Combinations 

· t SeleqfAII 

VOC, NOx, and 

supporting 

.Gen!lral : • Database Name (3ree!le Ozone 

• Output 

Output 

Emissions 

Detail 

Units 

j 

. Activity 

On Road 

Select "Grams" 

and "Miles" and 

"Million BTU" 

• Distance, 

: Population 

Select "Source 

Use Type" and 

"Road Type" 
C t D t M ' County Data Excel Sheet Tab 

Manager Input Name 

Ozone 

Source (Vehicle) source Type Year 

Type Population 

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. 

Road Type 

Distribution 

(VMT by 5 

MOVES Road 

Types) 

f>,ge J:)lsfrlbutl(,ll 

. (V<')hicle , 

POJ1Uir;Jtion;by.; 

,ll,ge ofVI;)nicle) 

Ramp Fraction 

l\'let'eorology 

· D11ta · ··· 

f:i.l~i(% of '~ 

•·· M.arket sh~re.I:Jy 

Fuel Type), · 

1/M Program 

roadType 

Distribution 

Statewide default monthly fractions developed by 

INDOT using an analysis of permanent count 

station data from a statewide data set. 

t §t~tewicl,;•~~f?uiJd~II>'zt~~~(ici~?~,EiVelq~ea, by. i~('JJ?{;>]:IJ~il1g .• ~n~I).E!I~si~pfp7Tt1l~!I·~ntceullt 1 station·data·from a·statewJd.edata·set.'·"· · ;· ,-,, ',•,'',, ,, ,,,, ',:, ·-<- ···""·>''•"'· ,:, .> ·-c>-- -<··- ·-· ·-, ,.·-; >'·'<·, ._,, >, ·: '·, , ' 

Statewide default hourly fractions developed by 

INDOT using an analysis of permanent count 

station data from a statewide data set. 

Calculated from local VMT data. Use travel 

demand model base year distributions for all 

years prior to 2014. Use travel demand model 

horizon year distributions for 2014 and later to 

capture new interstate freeway. 

so1.ffcefYpeA9e····· ")fC(,galaQe'~)~fil~\i.ti()~~:a,e~ei§Ae~'ff()ffiveliicte·' 

Qistrib~.ti6n · .. : .. •• J0W@.i~1r~tiqn aa.t?Jqf.*P,YW,~:\Y)l.7§.:f.1,-~~.oancl. 32, 

if.•···· •· ·'·:· .•. J:pef!"~l\'1)10)/'j:;S:age dJ§!nbu!Jons.for•"l.l.l other 

if · .: li source.types.C :x''.?.'.·.·.•·.". ;:c 

RoadType 

1M Coverage 

;- '>jf>-'·,-::·:_;.--/. --·'</:<.~---

Based on local travel demand model. 

<3reene;qp\ih!Y l'yloy~~·J?efa~lts't!:lr.§~[iirne,t· (c~~c~i! y~rie,~ ~rnorg qoynti~s) . · · · 

No Program 
Appendix B 

Vehicle Age Distributions for Greene County: 

Source Types 

ageid 11 21 31 32 41 42 43 51 52 53 54 61 62 

0 0.2109690540 0,0165642077 0.0070458404 0.0~ 97280725 0.0643023355 0.05457:43076- 0.0622220643 0.0494240790 0.0588526168 0.0787544027 0.0615095870 0.0535634660 0.0670845256 

1 0.1921154969 0.0426058743 0.0297113752 0.0383897627 0.0626728412 0.0531913309 0.0606452875 0.0481716155 0.0573612230 0.0767586735 0.0599508636 0.0535634660 0.0670845256 

2 0.1573471585 0.0486680328 0.0299660441 0.0439882698 0.0624853859 0.0530322328 0.0604638952 .. 0.0480275345 .. 0.0571896519 0.0765290827 0.059771~92 0.0~1045093 0.0677621447 

3 0.1359771581 0.0432035519 0.0330220713 0.0402559318 0.0624229593 0.0529792497 0.0604034894 0.0479795509 0.0571325186 0.0764526251 0.0597118340 . 0.0575579884 0.0720873878 

4 0.1058454735 .. 0.0455942623 {).0569609508;, 0.0565182618 ,0.0617369906 0.0523970560 _0,0597_39_7140_ -- 0.0;4]':4523026, 0.0565046834- -0.0_75_6124785- __ 0.0590556596 0.0564182312 __ _o,OJ0659920_3 

5 0.0750909142 0.0486680328 0.053395585~ 0.0621167689 _0.05591_704_98 0.0474575929 0.0541080614 0.0429789769 0.0511779950 0.0684845018 0.0534884926 0.0489290859 0.0612802835 

6 0.0476_805323,' 0.0561816940 0.0539898132 0.6551852839 0.0468365056:, 0.0397508123 0.04532128"3 {).0359994879 0.0428670388 0.0573630896 -0.0448023279 0.036603441_1 0.0458432683 

7 0.0331026886 0.0544740437 0.0647707980 0.0634497467 0.0425786431 0.0361370941 0.0412011709 0.0327268079 0.0389700355 0.0521482660 0.0407293873 0.0340742206 0.0426755959 

8 .. 0.0197278356 . 0.05788934~3- 0.0554~29372 0.0589176220 _0.0468268516 0.0397:426124 0.0453_119367 .().0359920640 0.0428582007 0.057351_2E>B~ -0.0~4?93098_1_ 0.03580931_00 .. ·o:Cl#848-675_9 

9 0.0118473747 0.0683060109 0.0632427844 0.0725139963 0.0534377006 0.0453533365 0.0517089150 0.0410733035 0.0489087688 0.0654479137 0.0511168252 0.0526288382 0.0659139597 

10 0.0053251(77 _0.06497609_29 n:o578098472 _ 0.0605171954 0.0532712252 0,0452120443 __ 0.0515478328 0.0409453420 0.0487564067 0.0652440247 0.0509575859 0.0624520143 O.OJ:"82168041 

11 0.0025378610 0.0575478142 0.0579796265 0.0514529459 0.0407951886 0.0536203440 0.0411075833 0.0313560350 0.0391491717 0.0523881239 0.0302729398 0.0478258601 0.0598985955 

12 . 0.001301_1470 0.06010'92896 0.0569609508 0.0498533724 0.0331924560 0.0489936472 0.0382933197_ 0.0255124310 0.0294:483131 0.0394065607. _0.046610:1866_ 0.0389128550 0.0487354179 

13 0.0006124019 0.0467042350 0.0413412564 0.0389229539 0.0277347637 0.0456089741 0.0333751020 0.0545980574 0.0316399801 0.0194774783 0.0291673253 0.0325145854 0.0462990441 

14 0.0002476898 0.0505464481 0.0505093379 0.0421221008 0.0364294708' 0.03777:46881 0.0430863640 0.0632656498 0.0364439725 0.01_94691525 0.0347804437 0.0427077419 0.0462072388 

15 0.0001527705 0.0396174863 0.0509337861 0.0429218875 0.0283511969 0.0332950401 0.0210164622 0.0395649332 0.0357887614 0.0311848083 0.0335202065 0.0332372597 0.0300444032 

16 0.0000668536 0.0375683060 0.0353140917 0.0327912557 0.0235884296 0.0279132162 0.0253671498 0.0341566540 0.0259987277 0.0-230196849 0.0233151075 0.0276536739 0.0230524492 

17 0.0000299603 0.0313353825 0.0275891341 0.0239936017 0.0175637044 0.0244970846 0.0206833627 0.0146346390 0.0197956396 0.0052258132 0.0206748599 0.0205906442 0.0138452217 

18 0.0000127409 0.024675?464_ 0.0233446520 0.0223940283 '0.0201192241 0.0250480695 0.0266888558 0,0401958334 0,0193740288 o;oo3721215~- 0.0155464816 0.0235865809 .,,0.0100066~60 

19 0.0000055369 0.0218579235 0.0209677419 0.0175953079 0.0225790392 0.0366610768 0.0301447753 0.0342277190 0.0227335396 0.0175775477 0.0203628520 0.0264703224 0.0098603738 

20- _, 0.0000022027_ 0.01,69911202 ' 0.0232597623- 0,02052'18592 0.0226407923 ' 0.0281971,934 0.0173882093 0.0270081845 0.0289395633. 0.0~8387:4556 0.0265944575_ 0.0265427135 .. o:oo9575s112 

21 0.0000010015 0.0135758197 0.0219015280 0.0178619035 0.0212965445 0.0224413685 0.0209032932 0.0367430589 0.0255089927 0.0121624816 0.0238465850 0.0249667984 0.0083402541 

22 0.0000005320 0.0100751366 0.0148859083 0,0133297787 o-:0221366577 0,0207:614938 0.0211741003 0.0294241579 0.0211707159 0.0029207200 0.0232916866 0.0259516972 0.0021970287 

23 0.0000002372 0.0075136612 0.0117996604 0.0085310584 0.0187753208 0.0176845935 0.0186862600 0.0367365508 0.0255742899 0.000659559! 0.0173635700 ___ 0.02201 ,10680 ___ 0.0022815392 

24 0.0000001072 0.0063183060 0.0129032258 0.0101306318 0.0165801584 0.0153441343 0.0162223474 0.0195371739 0.0181341022 0.00132280~9 0.0186391363 ,0.019'437588~ 0.0028947085 

25 0.0000000515 0.0055498634 0.0080645161 0.0050653159 0.0130464803 0.0119613578 0.0125269842 0,0202862884 0.0101534224 0.0013255722 0.0189070434 0,0152949162 0.0014963357 

26 0.0000000201_. 0.00256:1_47-54 0.0056876061 0.0055985071 0.0052066606 o.01H707358 0.0046276161 0.0058785937 0.0158244798 o:oooooooooo 0.0123859355 0.0061039775 ci.o-o636s1544 

27 0.0000000084 0.0016222678 0.0038200340 0.0031991469 0.0044375500 0.0062552616 0.0034269422 0.0066192300 0.0082431519 0.0005853113 0.0073123264 0.0052023202 0.0002365920 

28 0.0000000046 0.0016222678 0.0031409168 0.0034657 425 0.0038534093 0.0027153367 0.0040227141 0.0058648852 0.0078447522 0.0004224309 o:oo40199156 0.00451'~5071 0.0007539156 

29 0.0000000027 0.0017930328 0.0013582343 0.0013329779 0.0050202650 0.0073813428 0.0039557847 0.0014702211 0.0082910352 0.0000000000 0.0005297244 0.0058854602 0.0002483418 

30 0,0000000060 0.0152834699 0.0230899830 0.0173287123 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 Greene County for source types 21_. 32, and 32, MOVES201 Oa default distributions for all other source types. 
Appendix C 

Greene Coun 

Vehicle 

Populations 

11 

Annual Populations 

2008 378 

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 

380 

382 

384 

386 

389 

391 

393 

395 

397 

-- _4,00 __ _ 

402 

-~04 __ __ 

406 

_____ ,40_9 ___ _ 

411 

413' 

416 

418 

420 

_423-

425 

428 

430' 

432 

435 

437 

440 

442 

445 

447 

450 

452 

21 

12,322 

12,391 

12,461' 

12,531 

12;602 

12,673 

12,745 

_12,817 

12,889 

12,962 

_13,03_5-

13,108 

_ 13,1_82 

13,25_7_ 

13,331_ 

_13,~06 __ _ 

1_3.~2 

13,558 

13,635 

13,712 

13,789 

13,867 

13,94_5 

14,023 

14,103 

14,182 

14,262 -

14,343 

,14,423 

_14,505 

14,587 

31 

12,5~.0 

12,580 

12,651 

12.~22-

12,794 

12,866 

12,939 

13,012 

13,085 

13,159 

1_3,233_ -

13,308 

13,383 

13,459 

_13,534'. -

_1_3,61_1 

13,688 

- __ 13,765 

13,842 

13,921 

13,999 

14.078 

14,1_57 

14,237 

14,31,8 

14,398 

- ,14,480 .. 

14,561 

14,643 

14,726 

14,809 

32 

'_3,830 

3,852 

3,873 

3,895 

3,917 

3,939 

3,961 

3,984 

4,005 

4,029 

4,052_ 

4,074 

4,097 

-- - -~·121 

'_4,144 

--~·_167 __ 

- 4,:191 .... 

4,214 

4,238 

4,262 

4,286-

4,310 

4,335 

4,359 

4,384 

4,408 

4,433 

4,458 

4,483 

4,509 

4,534 

4,560 

4,585 

41 

5 

5 

5 

5 

5 

5 

5 

5 

5 

5 

'" _____ 5 

5 

_____ 5 __ _ 

5 

5 

. 5 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

42 

3 

______ 3 

3 

3 

3 

3 

3 

3 

3 

3 

3 

3 

3 

- ~ ... 3 

3 

.3 

.3 

3 

3 

3 

3 

3 

3 

3 

3 

.. 3 

3 

3 

3 

4 

Source Types 

43 51 

32 

33 

33 

33 

34 

34 

34 

35 

35 

35 

36,_ 

36 

37__ 

37 

37 

38 

38 

38 

39 

39 

40 

40 

40 

41 

A! 

42 

42 

43 

43 

43 

44 

4 

4 

4 

4 .. 

4 

4 

4 

4 

4 

4 

- _______ 4 ___ __ 

4 

.4. __ 

4 

4 

4 

4 

4 

4 

4 

4''' 

5 

5 

5 

5 

5 

5 

5 

5 ... 

5 

5 

52 

210 

212 

214 

216 

218 

220 

223 

225 

227 

230 

232 

234 

237 

239 

242._ 

244 

247: 

249 

252 

254 

_257 

259 

262 

265 

267 

270 

273 

276 

278 

281 

284 

287 

290 

53 

23 

23 

23 

23 

24 

24 

24 

24 

25 

25 

25 

25 

26. 

26. 

26 

54 

48 

48 

49 

49 

50 

50 

51 

51 

52 

52 

,,:5_3_ 

53 

54 

54 

,,55' 

_26__ 55 

27___ 5S 

27------ ____________ 57 

27 

27 

28 

28 

28 

29 

29 

29 

29 

30 

30 

30 

31 

31 

31 

67 

58 

58 

59 

59 

60 

61 

61 

62 

63 

63 

64 

55 

61 

263 

266 

.269 ____ _ 

271 

274 

277 

280 

283 

286 

289 

292 __ 

294 

297 ... 

301 

304 

307 

,310 

313 

316 

319 

.. _,_323,_ 

326 

- 329 

333 

336 

339 

343 

346 

350 

354 

357 

361 

364 

62 

- 284 __ 

287 

- _290 

292 

295 

298 

302 

305 

308 

311 

..... :~:1.4, 

317 

_ _- ,320 

324 

327 

330 

,334 

337 

341:_ 

344 

... 34il 

351 

355 

358 

_362, 

366 

369 ___ 

373 

377 

381 

385 

-389 

393 

Source: Quality assured vehicle registration data for Greene County for source types 21, 32, and 32, MOVES201 Oa default mileage accumulation rates for all other source types. Population growth factors are taken from local socioeconomic data forecasts. 
Appendix D 

G C reene ounty Meteorological Data: 

monthiD zoneiD HouriD temperature reiHumidity 

7 180550 1 69.6 87.8 

7 180550 2 68.4 91.7 

7 180550 3 67.4 94.8 

7 180550 4 66.7 97.2 

7 180550 5 66.2 99.0 

7 180550 6 65.5 100.0 

7 180550 7 65.0 100.0 

7 180550 8 65.4 100.0 

7 180550 9 68.1 92.5 

7 180550 10 72.4 80.0 

7 180550 11 76.7 69.2 

7 180550 12 80.4 61.2 

7 180550 13 83.7 55.0 

7 180550 14 85.5 51.9 

7 180550 15 86.1 50.9 

7 180550 16 86.3 50.6 

7 180550 17 85.9 51.3 

7 180550 18 84.6 53.4 

7 180550 19 82.5 57.2 

7 180550 20 79.7 62.6 

7 180550 21 77.0 68.5 

7 180550 22 74.6 74.2 

7 180550 23 72.9 78.6 

7 180550 24 71.2 83.2 

Source: Mobile 6.2 reported meteorological data from Appendix D of the Request for Redesignation and 

Maintenance Plan for Ozone Attainment in the 8-Hour Ozone Basic Nonattainment Area, Greene County, 

Indiana prepared by IDEM on September, 2005 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 Restn·cted Access: 

Source Types 

Hour 11 21 31 32 41 42 43 51 52 53 54 61 62 

1 0.0125903247 0.0101219844 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 0.0114617645 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 0.0107741941 0.01.077~1941 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 0.01'~4~95788 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 0.0481531313 0.0302344914 0.0302344914 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 0.0383435322 0.0383435322 

9 0.0472316355 0.0493101459 0.0541442978 . 0,0541442978 0.0454144773 0.0454144773 0.0454.144(7_3 . 0.0647383083 0.0647383083 0.0647383083 0.0647383083 0.0447350945 0.0447350945 

10 0.0521292001 0.0488627065 0.0570682751 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 0.0576707709 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 0.0551586141 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 0.0628601912 0.0628601912 0.0628601912 0.0577540296 0.0577540296 

.17 . 0.0754978425 0.0847160034 0.0792545794 0.0792545794 0.0557979766 0.0557979766 0.0557979(66 0.0534712990 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 0.062008251_3 .. 0.0521045300 0,0521045300 0.0459665909 0.0459665909 0.0459665909 0.0363413126 0.0363413126 0.0363413126 0.0363413126 0.0502215100 0.050221,5,1.00 ' 

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 0.03581,3(860 0.037259~62 ',0.0311015284 0.0311.015284 0,0418602463 0.0418602463 0.0418602463 . 0.0261242877 0.0261242877 0.0261242877 ' ,0.0261242877 0.0421311043 0.0421311043 

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 0,0347517842 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 Tvne 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 __ 0.0030891885 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 0.01409638~.5. .0.0151258840 o.o1.43F?J58 0.0143177758 0.0082534864 0.0082534864 0.0082534864 0.0153176438 0.0153176438 0.0153176438 0.0153176438 0.0258467673 0.0258467673 

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 . _Q.0468485516 .. 0.051631~034 .. 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 .... .0.037011.4322_ .• 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 0.0879727734 0.0879727734 0.0879727734 0.0599756501 0.0599756501 

11 .. 0.0509391967 .. 0.0444183487 0.0568454275. 0.0568454275 0.1186?:94422 0.1186794422 0.1186794422 0.0886336394 0.0886336394 0.0886336394 0.0886336394 0.0633505956 0.0633505956 

12 ..... 0.0563855259 0.0512966366 0.0618918527 0.0618918527 0.1154539418 0.1154539418 0.1154539418 0.0859045570 0.0859045570 . .,,0.085904557.'~. 0.0859045570 0.0635864154 0.0635864154 

13 0.0638721209 . 0.0537246907 - 0.061081821_1 .. 0.061081821~ 0.0999905132 0,0999905132 '0.0999905132 0.0858537212 0.0858537212 . 0.0858537212 0.0858537212' . "0.0644099711 0.064409_97,1_1 

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 0.07_746265_1_3- 0.0656899700 0.068_1384267 P.0681384267 0.0592922873 0.0592922873 0.0592922873 0.0774551039 0.0774551039 0.0774551039 0.0774551039 0.060965791,3 0.060965.7913. 

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 {).0796014405 0.0796014405 0.0317_8066ISO 0.0317806660 0.0317806660 0.0433522764 0',0433522764 0.0433522'7:64 0.04-33522764 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 . .. 0.0685259502 . 0.06:'?6330958 .. .0.05~5272?51 _0.0545272?51 .. : 0.0120481928, _0.01,20481_928 0.0.12048~928 0.0_1_8774481_5 0.0187744815 0.0187744815 0.0187744815 0.0413186686 o •. Q413186686 

20 0.0503658989 0.0457301992 0.0390975413 0.0390975413 0.0118584575 0.0118564575 0.0118584575 0.0129711680 0.0129711680 0.0129711680 0.0129711680 0.0364127078 0.0364127078 

21 .0.0353421239 0.0400621944 __ 0,029405817_1 0.0294058171 0.0096765013 0.0096765013 0.0096765013 .0.0_1_06166656_. 0.0,06~_66656 0.0106166656 0.0106166656 0.0318882915 ' ,0.0318882915 

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 ... 0.0119380838 0.0205028665 0.0136731866 .· 0.0136731866 0.0048382506. o:oo_48382506 ____ _0.0048382506 .. 0.0061564888 .. 0.0061.564888 .. 0.0061564888 o:oos1564888 0.0255574344 0.0255574344 

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 of Transportation traffic count data. 
Indiana Default Hourtv D1stribut1on F actors for Road Tvoe 4 -Urban Restricted Access: 

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 O.Q186488577 0.0186488577 0.0090968023 0.0090968023 0.0090968023 0,0090968023 0.0194173119 0.0194173119 

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 o.015m5S76 0.0157775876 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 0.0108999000 0.0108999000 0.0221330492 0.0221330492 0.0221330492 o:o117453229 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 ... 0.0461747881 . 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 0.0638279223 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 o.o-z90728466 0.0790728466 0.0790728466 0.0553194565 0.0553194565 

11 0.0415130748 0.0428102606 0.0512594850 0.0512594850 0.0616027281 0.0616027281 0.0616027281 0.0824723032 0.0824723032 0.082:4723032 0.0824723032 0.058308~277 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 . 0.0478487216 0.0547982766 0.0547982766 0.0637644078 0.0637'64407'8 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 0.0656779676 0.0619482678 0.0619482678 0.0619482678, 0.0795090490 0.0795090490 0.0795090,490 0.0795090490 0.0573429674 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 0.0821371575 0.0821371575 o:o57725690s 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 .. 0.060:4:36437_4 0.0543673700 0.0543673700 0.0450990958 0.0450990958 O.Q450990958 0.0249336618 '0,0249336618 0.0249336618 0.0249336618 0.0487199307 0.048~1,99307 

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 . '"" o.0373781H8 0.0353280630: ,0.0293181427 0.0293181427 0.0322318571 0.03223~857_1 . ' 0.0322318571. ',0.01624467.74. 0.0162446774 _O.OJ 62446i7.~ . _a.:o~_624467J~ _. 0.03903:1924-S, .0.0390319248 

22 0.0316564842 0.031340378~ .. 0.0249971308 0.0249971308 0.0282046747 0.0282046747 0.0282046747 0.0142456600 0.0142456600 0.0142456600 0.0142456600 0.0355118446 0.0355118446 

23 . --0.0245992722. 0.0251562568 . ,0.0203505544 0.0203505544 0,0242700475. 0.02427:00475 - ___ 0.02427,00475 0.0124474209 0.012~74209. -- 0.012:4474209 0.0124474209 0.03ri:i'J1657 - _0.0317711657 

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 Hourly Distribution Factors for Road Type 5 -Urban Unrestricted Access: 

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 0.0037_158531 0.0037158531 0.0106396358 0.0106396358 

2 0.0055316691 0.0048527626 0.0037675180 0.0037675180 0.0099485186 0.0099465186 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 O.OQ872:1_~_1_0 __ . _0.008_72_1_§:41_0 ____ . 0.0153898606 0_.0:153898606 0.01_53898606 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 0.0541_952:158 . __ 0.0541952_158 ____ 0.0448331117 0.044-8331117 0.04__48331_1_17. 0.0418068371 0.0418068371 0.041806837_1 0.0418068371 0.0436775030 0.0436775'030 .. 

8 0.0602121997 0.0721456866 0.0675347974 0.0675347974 0.0691895946 0.0691895946 0.0691895946 0.0731482386 0.0731482386 0.0731482386 0.0731482386 0.0588646976 0.0588646976 

9 0.0556311148 0.0567013667__. 0.0643660182 0.0643660182 0.0747059425 0.0747059425 0.07_47_059425 __ 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 0,0685413889 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 0.0773519648 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 0.0347686748 0.0260342365 0.0260342365 0.0260342365 0.0260342365 0.0506461891 0.0506461891 

19 " 0.063S9Ji:420~ 0.0637849687 " ,0.0526386278 .. 0.0526386278 0.0285090860 .. 0.0285090860 .. .0.0285090860 0.01"7334~336 0.0173341336 0.0_173341_336 .. 0.0173341336 0.04027~7366 0.04027;47366 

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_.00766_15624. 0,00_76~1562_4_ 0.0076615624 . 0.00766J5624 ,_, 0.0268533367 .. 0.0268533367 

22 ... 0.0305027859 0.0325107827 0.0236169348 0.0236169348 0.0137124544 0.0137124544 0.0137124544 0.0062358957 0.0062358957 ,0_.00623589_5~ 0.0062358957 0.0231915644 0.0231915644 

23 0.02~_4502991 0.0236017051 0.0170601049 0.0170601049 0.0139442910 0.0139442910 0.0139442910 0.0053276381 0.005327_6381 0.0053276381 0.005327_6381 0.0193751364 ~ '0.019_375~364-. 

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. 
AppendixG 

I n d. tana 0 e f. au It 0 auv. "/ o· IS I rt "b U t" fOrt F ac t ors: 

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 0.24897 43665 0.7510256335 

7 0.2481153021 0.7518846979 

8 0.2527028648 0.7472971352 

9 0.2496078420 0.7503921580 

10 0.2462808693 0. 7537191307 

11 0.24397 42406 0. 7560257594 

12 0.2258784720 0.7741215280 

Source: Statewide averages developed from Indiana Department ofTransportation traffic count data. 
Appendix H 

Indiana Default Monthlv Distribution Factors: 

month!D 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 

Greene County Ramp Fractions: 

Ramp 

Road Type Fraction 

2 

4 

1.55% 

8% 

Source: Analysis of VHT from MOVES defaults for urban roads and prevailing rural ramp fractions in Indiana 

rural roads. 
Appendix B 

GreeneCounty, Indiana, 

Maintenance Area Interagency 

Consultation Group Meeting 

Minutes/Summary 
This page left intentionally blank 
Interagency Consultation Group (ICG) Conference Call Minutes 

For the MOBILE6.2 to MOVES MVEB Replacement Update 

Related to the Greene County, Indiana, Maintenance Area under 

the 1997 8-Hour Ozone Standard 

ICG Conference Call Date and Time 

• March 22, 2013 at 1:00 p.m. Eastern Standard Time 

ICG Attendees 

• Shawn Seals (IDEM), Gale Ferris (IDEM), Anthony Maietta (EPA), Greg Katter 

(INDOT), Jay Mitchell (INDOT), Steve Smith (INDOT), Frank Bankert 

(INDOT), Larry Heil (FHW A), Joyce Newland (FHW A), and Roberto Miguel 

(CDM Smith) 

ICG Discussion Topics and Conclusions 

1. Various mobile source margins of safety were discussed for the Ozone MVEB 

Replacement submittal for Greene County, Indiana. 

A. After discussion, the consensus of the ICG was that as long as the a 15% 

mobile source margin of safety for VOC and NOx emissions does not result in 

an exceedance of the all sources margins of safety, it was reasonable and 

appropriate for inclusion in MVEB replacement submittal. 

B-1