IDEM INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 

Mitchell E. Daniels Jr. 

Governor 

Thomas W Easterly 

Commissioner 

Ms. Susan Hedman 

Regional Administrator 

We Protect Hoosiers and Our Environment. 

June 15, 2012 

100 North Senate Avenue 

Indianapolis, Indiana 46204 

(317) 232-8603 

Toll Free (800) 451-6027 

www.idem.IN.gov 

U.S. Environmental Protection Agency 

Region 5 UUN 1 'J 2012 

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 Delaware 

County Maintenance Area under the 1997 

8-Hour Ozone Standard 

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 for the Delaware County Maintenance 

Area under the 1997 8-hour ozone standard. IDEM requests that the United States 

Environmental Protection Agency (U.S. EPA) parallel process this draft 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 Delaware County maintenance area if a public hearing request is received 

by July 11, 2012. A hearing has been scheduled for July 18, 2012. If a request for a 

public hearing is not received by July 11, 2012, the hearing will be cancelled. The final 

submittal of the MVEB update for the Delaware County maintenance area will document 

the public review process, including a detailed summary of and response to substantive 

comments. 

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 Delaware County 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 

Recycled Paper <i) An Equal Opportunity Employer Please Recycle 0 
Ms. Hedman 

Page 2 

calculations using MOBILE6.2, which was used to create the MVEBs in the original 

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 on road safety margins applied to mobile sources, the Delaware County 

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 Delaware County 

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 

Enclosure: 

Sincerely, 

I! -.... l a. /}LA»'- u) GAA-txtUy._,J 

G 

Keith Baugues 

Assistant Commissioner 

Office of Air Quality 

Onroad Emissions MOBILE6.2 to MOVES Replacement Submittal for the 

Delaware County, Indiana Maintenance Area under the 1997 8-Hour Ozone 

Standard 

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

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

Pamela Blakley, U.S. EPA Region 5 (w/ enclosures) 

Pat Morris, U.S. EPA Region 5 (w/ enclosures) 

Recycled Paper (i) 

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

Marta Moody, DMMPC (w/ enclosures) 

Scott Deloney, IDEM (no enclosures) 

Christine Pedersen, IDEM (no enclosures) 

Shawn Seals, IDEM (w/ enclosures) 

An Equal Opportunity Employer Please Recycle O 
Onroad Emissions MOBILE6.2 to 

MOVES Replacement Submittal 

For the Delaware County 

Maintenance Area under the 1997 

8-Hour Ozone Standard 

DRAFT 

June 2012 
This page intentionally left blank 
Introduction 

On August 25,2005, the Indiana Department of Environmental Management (IDEM) submitted a 

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

Nonattainment Area, Delaware County, Indiana. The United States Environmental Protection 

Agency (U.S. EPA) subsequently approved the Indiana redesignation of the Delaware County Area 

to attainment for ozone on November 16, 2005 (70 FR 69443). Onroad emissions for the August 

25, 2005, submittal were calculated using MOBILE6.2. U.S. EPA has encouraged mobile source 

stakeholders to transition to the new Motor Vehicle Emissions Simulator (MOVES) model as 

expeditiously as possible. Therefore, IDEM is providing this MOBILE6.2 to MOVES replacement 

update to the previously submitted 8-hour ozone maintenance plan for the Delaware County Area 

that incorporates MOVES-based onroad emissions. 

Emission Inventory 

The table, "Delaware County Area" was included without title in Appendix F of the original 

Redesignation Petition and Maintenance Plan. The table, "Delaware County Area- A" (to be 

considered a replacement of the table included in Appendix F) has been revised to incorporate 

updated onroad emission estimates for nitrogen oxides (NOx) and volatile organic compounds 

(VOCs) for the years 2002, 2010, and 2015 and results in a different overall safety margin for the 

area. 

Sector 

Area 

Nonroad 

Onroad 

Point 

Total 

Sector 

Area 

Nonroad 

Onroad 

Point 

Total 

Delaware County Area 

(MOBILE6.2-based Onroad Emissions) 

2002NOx 2010NOx 

1.43 1.54 

4.11 3.29 

~ ~ 

0.35 0.37 

-l-9-.18 Y.8(i 

2002 voc 2010VOC 

9.79 11.48 

9.23 5.43 

8-J-9 4.49 

0.83 1.00 

~ ~ 

1 

2015NOx 

1.58 

2.74 

~ 

0.39 

9-.J() 

2015VOC 

12.67 

5.28 

~ 

1.17 

~ 
Delaware County Area - A 

(MOVES-based Onroad Emissions) 

Sector 2002 NO, 2010 NO, 

Area 1.43 1.54 

Nonroad 4.11 3.29 

Onroad 20.28 10.53 

Point 0.35 0.37 

Total 26.17 15.73 

Overall Safety Margin NA NA 

Sector 2002 voc 2010 voc 

Area 9.79 11.48 

Nonroad 9.23 5.43 

Onroad 6.23 3.45 

Point 0.83 1.00 

Total 26.08 21.36 

Overall Safety Margin NA NA 

2015 NOx 

1.58 

2.74 

6.10 

0.39 

10.81 

15.36 

2015 voc 

12.67 

5.28 

2.20 

1.17 

21.32 

4.76 

Onroad emission estimates in table "Delaware County Area- A" were calculated using U.S. 

EPA's MOVES model-produced emission factors and data extracted from the area's traveldemand model. The MOVES model implements a significantly different approach to emissions 

estimation than the previous model (MOBILE6.2). Preliminary use of the MOVES model 

indicates that emission estimates can be considerably different than similar calculations using 

MOBILE6.2, which was used to create the original Motor Vehicle Emission Budgets (MVEBs) 

for the Delaware County Area. A general summary of the MOVES methodology used in this 

area can be found in Appendix A. In addition, MOVES input and output files are being provided 

electronically with this submittal. Growth and control strategy assumptions for non-mobile 

sources (i.e. area, nonroad, and point) from the original submittal for the years 2002, 2010, and 

2015 were developed before the economic challenges of the last several years. Because of this, 

the factors included in the original submittal may project more growth than will actually occur in 

the future. As a result, the growth and control strategy assumptions for the non-mobile sources 

for the years 2002, 2010, and 2015 continue to be valid and do not affect the overall conclusions 

of the plan. 

Onroad safety margins have been included for onroad 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 onroad 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 Delaware County Area will continue to decline leading to local 

reductions between 2002 (base year) and 2015 (maintenance plan horizon). 

2 
Transportation Conformity Budgets 

Table 5.1 was included on Page 19 of the original Redesignation Petition and Maintenance Plan 

for the Delaware County Area. Table 5.1 -A (to be considered a replacement of Table 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 Sources 

(MOBILE6.2-based Onroad Emissions) 

2002 2010 2015 

VMT (miles/day) 4,410,000 4,822,355 13,282,621 

VOC (tons/day) 8.19 4.69 3.33 

NOx (tons/day) 13.89 7.66 4.59 

Table 5.1- A 

Emission Estimates for Onroad Mobile Sources 

(MOVES-based Onroad Emissions) 

2002 2010 2015 

VOC (tons/day) 6.23 3.45 2.20 

NOx (tons/day) 20.28 10.53 6.10 

2015 Margin of 

Safety 

5.1% 

5.0% 

Table 5.2 was included on Page 19 of the original Redesignation Petition and Maintenance Plan 

for the Delaware County Area. Table 5.2- A (to be considered a replacement of Table 5.2) has 

been revised to incorporate MVEBs calculated using U.S. EPA's MOVES model-produced 

emission factors and data extracted from the region's travel-demand model as detailed in Table 5.1 

-A. 

Table 5.2 

Mobile Vehicle Emission Budgets 

(MOBILE6.2-based Onroad Emissions) 

2015 

VOC (tons/day) 3.50 

NOx (tons/day) 4.82 

Table 5.2- A 

Motor Vehicle Emission Budgets 

(MOVES-based Onroad Emissions) 

2015 

VOC (tons/day) 2.53 

NOx (tons/day) 7.02 

3 
Through the interagency consultation process, it was determined that a maintenance plan horizon 

year budget of2015, would be appropriate. The interagency consultation group approved omoad 

margins of safety of fifteen percent (15%) for both VOC and NOx omoad emission estimates for 

the year 2015. A summary of this interagency consultation discussion can be found in Appendix 

B. These revised emission inventories clearly illustrate that omoad VOC and NOx emissions in the 

Delaware County Area will continue to decline leading to local reductions between 2002 (base 

year) and 2015 (maintenance plan horizon). 

Furthermore, when compared to the overall safety margin as defined in the Code of Federal 

Regulations (CFR) at 40 CFR 93.101, it is evident the omoad safety margin allocation is 

reasonable and appropriate. More specifically, even with the allocation of an omoad safety margin 

to mobile sources, emissions will continue to remain well below the overall safety margin for all 

sources as detailed in table, "Delaware County Area- A" . MVEBs are constrained to ensure that 

the total emissions (i.e., all source categories) do not exceed the 2002 attainment year emissions of 

either VOC or NOx, thereby ensuring continued maintenance of the 1997 8-hour ozone standards. 

Conclusion 

This MOBILE6.2 to MOVES replacement update to the previously submitted 8-hour ozone 

maintenance plan for the Delaware County Area incorporates omoad emission estimates and a 

revised MVEBusing U.S. EPA's recently adopted MOVES model. MVEBs have been revised in 

anticipation of the mandatory use of the MOVES model in future transportation conformity 

determinations. The omoad emission estimates were calculated using the MOVES-based emission 

factors and data extracted 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 NOx emissions (i.e., all source categories) do not exceed 

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

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

the Delaware County Area will continue to remain well below the overall safety margins for all 

sources into the future. As such, the 8-hour ozone maintenance plan for the Delaware County Area 

continues to meet all applicable CAA requirements. 

4 
Appendix A 

Delaware County 

MOVES Methodology 
This page left intentionally blank 
Delaware County 

MOVES2010a Input Data and 

Parameters 

INDOT Planning Contract 

Final Report 

June 14, 2012 
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: MOVES201 Oa 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 Delaware County 

Appendix C- Vehicle Populations for Delaware County 

Appendix D- Meteorological Data for Delaware 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 1- Ramp Fractions 
Overview: 

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

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

discussion on the intended input settings used in MOVES201 Oa and the development of 

the input datasets. These MOVES2010a 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: MOVES201 Oa 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: MOVES201 Oa 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. 
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 LADCO 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 Delaware 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 MOBILES 2 L" IQ ht D t T k . my rue s m 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 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 Delaware-Muncie Metropolitan Plan Commission (DMMPC), which is the 

metropolitan planning organization (MPO) for Delaware County, 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 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 Delaware 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 G, developed by 

the Indiana Department of Environmental Management in August, 2005. The MOVES 

formatted meteorological data for Delaware 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 332 RM 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 II 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 8/3/1 0-12/6/1 0 

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 12/1 0/2007 

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, 

5 
• Combination truck traffic from station 3200 was excluded due to too much 

overnight traffic when compared to other vehicles and other stations. 

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 INDOT'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. 

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 

#of MOVES 8 

runs 
General Parameters: 

MOVES Input Item 

Screen Ozone 

Description Description User Choice 

Scale Domain/Scale County 

Calculation Type Emission Rate 

Time Spans Time Hour 

Aggregation 

Level 

Year 2002,2010, 

20.15, 2020, 

2025,2030, 

2035,2040 

Months July 

Days Weekday 

Hours Select All 

Geographic Geographic Delaware County 

Bounds Bounds 

Vehicles Vehicles All Gas and 

Diesel 

Combinations 

RQad Type Road Type Select All 

Pollutants/ Pollutants/ VOC, NOx, and 

Processes Processes supporting 

General Database Name Delaware Ozone 

Output Units Select "Grams" 

and "Miles" and 

"Million BTU" 

Activity Distance, 

Population 

Output On Road Select "Source 

Emissions Use Type" and 

Detail "Road Type" 
C tDtMar • 

County Data Excel Sheet Tab 

Manager Input Name 

Source (Vehicle) sourceTypeYear 

Type Population 

. Vehicle Type HPMSVTypeYear 

VMT (by 13 

MOVES Vehicle 

Types) 

Ozone 

Local Registration for Source Types 21 I 31 I 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 I 21 I 31 I 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 

IN DOT using an analysis of permanent count 

station data from a statewide data set. 

··· bayVNJTFraction 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 

INDOT using an analysis of permanent count 

station data from a statewide data set. 

· Aver~geSpeed 

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 ZoneMonthHour 

Data · 

Fuel (% of FueiFormulation 

Market Share by 

Fuel Type) FuelSupply 

JIM Program IMCoverage 

Calculated from local VMT data. Use travel 

demand model base year distributions for all 

years. 

Local age .distributions developed from vehicle 

registration data for source types 21 I 31 I and 32. 

Default MOVES age distributions for all other 

source types. 

Based on local travel demand model. 

MOBILE6 Summer Met Data Converted to 

MOVES format 

MOVES Defaults 

Delaware County MOVES Defaults for Summer 

(check if varies among counties) 

No Program 
Appendix 8 

Vehicle Age Distributions for Delaware County: 

Source Types 

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

0 0.2109690540 0.0270887127 0.0099403579 0.0275038352 0.0643023355 0.0545743076 0.0622220643 0.0494240790 0.0588526168 0.0787544027 0.0615095870 0.0535634660 0.0670845256 

1 0.1921154969 0.0463389893 0.0404938788 0.0513916283 0.0626728412 0.0531913309 0.0606452875 0.0481716155 0.0573612230 0.0767586735 0.0599508636 0.0535634660 0.0670845256 

2 0.1573471585 0.0519181114 0.0469812703 0.0622397545 0.0624853859 0.0530322328 0.0604638952 0.0480275345 0.0571896519 0.0765290827 0.0597715492 0.0541045093 0.0677621447 

3 0.1359771581 0.0490363335 0.0414704754 0.0464606618 0.0624229593 0.0529792497 0.0604034894 0.0479795509 0.0571325186 0.0764526251 0.0597118340 0.0575579884 0.0720873878 

4 0.1058454735 0.0534396902 0.0599909316 0.0567609029 0.0617369906 0.0523970560 0.0597397140 0.0474523026 0.0565046834 0.0756124785 0.0590556596 0.0564182312 0.0706599203 

5 0.0750909142 0.0551226485 0.0572355342 0.0592811747 0.0559170498 0.0474575929 0.0541080614 0.0429789769 0.0511779950 0.0684845018 0.0534884926 0.0489290859 0.0612802835 

6 0.0476805323 0.0539007746 0.0620487601 0.0535831690 0.0468365056 0.0397508123 0.0453212873 0.0359994879 0.0428670388 0.0573630896 0.0448023279 0.0366034411 0.0458432683 

7 0.0331026886 0.0590188122 0.0643507377 0.0569800570 0.0425786431 0.0361370941 0.0412011709 0.0327268079 0.0389700355 0.0521482660 0.0407293873 0.0340742206 0.0426755959 

8 0.0197278356 0.0571744744 0.0562240592 0.0515012053 0.0468268516 0.0397426124 0.0453119367 0.0359920640 0.0428582007 0.0573512681 0.0447930981 0.0358093100 0.0448486759 

9 0.0118473747 0.0648976392 0.0674549196 0.0706771861 0.0534377006 0.0453533365 0.0517089150 0.041 0733035 0.0489087688 0.0654479137 0.0511168252 0.0526288382 0.0659139597 

10 0.0053251777 0.0617853191 0.0657458756 0.0585141354 0.0532712252 0.0452120443 0.0515478328 0.0409453420 0.0487564067 0.0652440247 0.0509575859 0.0624520143 0.0782168041 

11 0.0025378610 0.0539929915 0.0564333298 0.0535831690 0.0407951886 0.0536203440 0.0411075833 0.0313560350 0.0391491717 0.0523881239 0.0302729398 0.0478258601 0.0598985955 

12 0.0013011470 0.0545001844 0.0512364410 0.0481043173 0.0331924560 0.0489936472 0.0382933197 0.0255124310 0.0294483131 0.0394065607 0.0466101866 0.0389128550 0.0487354179 

13 0.0006124019 0.0458548506 0.0440166021 0.0398860399 0.0277347637 0.0456089741 0.0333751020 0.0545980574 0.0316399801 0.0194774783 0.0291673253 0.0325145854 0.0462990441 

14 0.0002476898 0.0466386942 0.0419587737 0.0414201183 0.0364294706 0.0377746681 0.0430863640 0.0632656498 0.0364439725 0.0194691525 0.0347804437 0.0427077419 0.0462072388 

15 0.0001527705 0.0386158244 0.0387499564 0.0355029586 0.0283511969 0.0332950401 0.0210164622 0.0395649332 0.0357887614 0.0311848083 0.0335202065 0.0332372597 0.0300444032 

16 0.0000668536 0.0327369974 0.0303442503 0.0284900285 0.0235884296 0.0279132162 0.0253671498 0.0341566540 0.0259987277 0.0230196849 0.0233151075 0.0276536739 0.0230524492 

17 0.0000299603 0.0298321653 0.0247985770 0.0249835634 0.0175637044 0.0244970846 0.0206833627 0.0146346390 0.0197956396 0.0052258132 0.0206748599 0.0205906442 0.0138452217 

18 0.0000127409 0.0225700848 0.0212060968 0.0197238659 0.0201192241 0.0250480695 0.0266888558 0.0401958334 0.0193740288 0.0037212159 0.0155464816 0.0235865809 0.0100066460 

19 0.0000055369 0.0178900775 0.0166718984 0.0150120535 0.0225790392 0.0366610768 0.0301447753 0.0342277190 0.0227335396 0.0175775477 0.0203628520 0.0264703224 0.0098603738 

20 0.0000022027 0.0162301734 0.0203341355 0.0177514793 0.0226407923 0.0281971934 0.0173882093 0.0270081845 0.0289395633 0.0183874556 0.0265944575 0.0265427135 0.0095755112 

21 0.0000010015 0.0121956842 0.0180321579 0.0169844401 0.0212965445 0.0224413685 0.0209032932 0.0367430589 0.0255089927 0.0121624816 0.0238465850 0.0249667984 0.0083402541 

22 0.0000005320 0.0091755810 0.0125562415 0.0118343195 0.0221366577 0.0207614938 0.0211741003 0.0294241579 0.0211707159 0.0029207200 0.0232916866 0.0259516972 0.0021970287 

23 0.0000002372 0.0079537071 0.0107425622 0.0105193951 0.0187753208 0.0176845935 0.0186862600 0.0367365508 0.0255742899 0.0006595597 0.0173635700 0.0220110680 0.0022815392 

24 0.0000001072 0.0062476946 0.0081266785 0.0088757396 0.0165801584 0.0153441343 0.0162223474 0.0195371739 0.0181341022 0.0013228019 O.D186391363 0.0194375881 0.0028947085 

25 0.0000000515 0.0045647363 0.0062781207 0.0056980057 0.0130464803 0.0119613578 0.0125269842 0.0202862884 0.0101534224 0.0013255722 0.0189070434 0.0152949162 0.0014963357 

26 0.0000000201 0.0024206935 0.0035924802 0.0027394258 0.0052066606 0.0114707358 0.0046276161 0.0058785937 0.0158244798 0.0000000000 0.0123859355 0.0061039775 0.0003051544 

27 0.0000000084 0.0013832534 0.0024066130 0.0036160421 0.0044375500 0.0062552616 0.0034269422 0.0066192300 0.0082431519 0.0005853113 0.0073123264 0.0052023202 0.0002365920 

28 0.0000000046 0.0017982294 0.0022670992 0.0032873110 0.0038534093 0.0027153367 0.0040227141 0.0058648852 0.0078447522 0.0004224309 0.0040199156 0.0045175071 0.0007539156 

29 0.0000000027 0.0014293619 0.0004534198 0.0007670392 0.0050202650 0.0073813428 0.0039557847 0.0014702211 0.008291 0352 0.0000000000 0.0005297244 0.0058854602 0.0002483418 

30 0.0000000060 0.0142475101 0.0178577657 0.0163269779 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 Delaware County for source types 21, 32, and 32, MOVES201 Oa default distributions for all other source types. 
Appendix C 

01 e aware County e tc e Popu attons: 

Vehicle 

Populations Source Types 

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

Annual Populations 

2008 2,743 45,696 30,485 9,333 51 27 346 16 1,079 139 250 1,667 1,994 

2009 2,755 45,892 30,616 9,373 51 27 349 16 1,086 140 251 1,678 2,007 

2010 2,767 46,089 30,747 9,414 52 27 351 16 1,093 141 253 1,689 2,021 

2011 2,779 46,286 30,879 9,454 52 27 353 16 1,101 141 255 1,700 2,034 

2012 2,791 46,485 31,011 9,495 52 27 356 16 1,108 142 256 1,711 2,047 

2013 2,802 46,684 31,144 9,535 53 28 358 16 1,115 143 258 1,723 2,061 

2014 2,814 46,884 31,278 9,576 53 28 360 16 1,123 144 260 1,734 2,075 

2015 2,827 47,085 31,412 9,617 53 28 363 17 1,130 145 261 1,746 2,089 

2016 2,839 47,287 31,546 9,658 54 28 365 17 1,138 146 263 1,757 2,102 

2017 2,851 47,489 31,682 9,700 54 28 368 17 1,145 147 265 1,769 2,116 

2018 2,863 47,693 31,817 9,741 55 29 370 17 1,153 148 267 1,781 2,130 

2019 2,875 47,897 31,954 9,783 55 29 373 17 1,161 149 268 1,793 2,145 

2020 2,888 48,103 32,091 9,825 55 29 375 17 1,168 150 270 1,805 2,159 

2021 2,900 48,309 32,228 9,867 56 29 378 17 1,176 151 272 1,817 2,173 

2022 2,912 48,516 32,367 9,909 56 29 380 17 1,184 152 274 1,829 2,188 

2023 2,925 48,724 32,505 9,952 56 29 383 17 1,192 153 276 1,841 2,202 

2024 2,937 48,933 32,645 9,995 57 30 385 18 1,200 154 277 1,853 2,217 

2025 2,950 49,143 32,785 10,037 57 30 388 18 1,208 155 279 1,865 2,232 

2026 2,963 49,353 32,925 10,081 57 30 390 18 1,216 156 281 1,878 2,246 

2027 2,975 49,565 33,066 10,124 58 30 393 18 1,224 157 283 1,890 2,261 

2028 2,988 49,777 33,208 10,167 58 30 395 18 1,232 158 285 1,903 2,276 

2029 3,001 49,991 33,350 10,211 59 31 398 18 1,240 159 287 1,915 2,291 

2030 3,014 50,205 33,493 10,254 59 31 401 18 1,248 160 289 1,928 2,307 

2031 3,027 50,420 33,637 10,298 59 31 403 18 1,257 162 291 1,941 2,322 

2032 3,040 50,637 33,781 10,343 60 31 406 18 1,265 163 293 1,954 2,337 

2033 3,053 50,854 33,926 10,387 60 32 409 19 1,273 164 294 1,967 2,353 

2034 3,066 51,072 34,071 10,431 61 32 411 19 1,282 165 296 1,980 2,368 

2035 3,079 51,291 34,217 10,476 61 32 414 19 1,290 166 298 1,993 2,384 

2036 3,092 51,510 34,364 10,521 61 32 417 19 1,299 167 300 2,006 2,400 

2037 3,105 51,731 34,511 10,566 62 32 420 19 1,307 168 302 2,020 2,416 

2038 3,119 51,953 34,659 10,611 62 33 422 19 1,316 169 304 2,033 2,432 

2039 3,132 52,176 34,808 10,657 63 33 425 19 1,325 170 306 2,046 2,448 

2040 3,146 52,399 34,957 10,703 63 33 428 19 1,334 171 308 2,060 2,464 

Source: Quality assured vehicle registration data for Delaware County for source types 21, 32, and 32, MOVES2010a default mileage accumulation rates for all other source types. Population growth factors are taken from local socioeconomic data forecasts 
Appendix D 

D I e aware C t M t ountv e eoro og1ca . I D at a: 

monthiD zoneiD HouriD temperature reiHumidity 

7 180350 1 68.5 91.2 

7 180350 2 67.3 95.1 

7 180350 3 66.4 98.3 

7 180350 4 65.7 100.0 

7 180350 5 65.1 100.0 

7 180350 6 64.5 100.0 

7 180350 7 64.0 100.0 

7 180350 8 64.4 100.0 

7 180350 9 67.0 96.0 

7 180350 10 71.2 83.1 

7 180350 11 75.5 72.0 

7 180350 12 79.2 63.8 

7 180350 13 82.4 57.4 

7 180350 14 84.1 54.3 

7 180350 15 84.7 53.2 

7 180350 16 84.9 52.9 

7 180350 17 84.5 53.7 

7 180350 18 83.2 55.8 

7 180350 19 81.2 59.8 

7 180350 20 78.5 65.3 

7 180350 21 75.8 71.4 

7 180350 22 73.4 77.2 

7 180350 23 71.8 81.7 

7 180350 24 70.1 86.4 

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

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

Indiana prepared by IDEM on August 25, 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 Hourlv Distribution Factors for Road Type 2- Rural Restricted 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 0.0107741941 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 0.0481531313 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 0.0454144773 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 0.063501987 4 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 0.0557979766 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 0.0620082513 0.0521045300 0.0521045300 0.0459665909 0.0459665909 0.0459665909 0.0363413126 0.0363413126 0.0363413126 0.0363413126 0.0502215100 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 0.0418602463 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: Statewlde averages developed from lndlana 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 0.0258467673 

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 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 0.04603577 46 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 0.1186794422 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 0.0859045570 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 0.0858537212 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 0.0774626513 0.0656899700 0.0681384267 0.0681384267 0.0592922873 0.0592922873 0.0592922873 0.0774551039 0.0774551039 0.0774551039 0.0774551039 0.0609657913 0.0609657913 

16 0.0849155229 0.0775959037 0.0765115831 0.0765115831 0.0295038421 0.0295038421 0.0295038421 0.0663381066 0.0663381 066 0.0663381066 0.0663381066 0.0570058311 0.0570058311 

17 0.0916096179 0.0871890696 0.0796014405 0.0796014405 0.0317806660 0.0317806660 0.0317806660 0.0433522764 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 0.0685259502 0.0656330958 0.0545272751 0.0545272751 0.0120481928 0.0120481928 0.0120481928 0.0187744815 0.0187744815, 0.0187744815 0.0187744815 0.0413186686 0.0413186686 

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 0.0106166656 0.0106166656 0.0106166656 0.0106166656 0.0318882915 0.0318882915 

22 0.0217853168 0.0289018238 0.0218457686 0.0218457686 O.Q061663979 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 0.0048382506 0.0048382506 0.0061564888 0.0061564888 0.0061564888 0.0061564888 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 Hourlv Distribution Factors 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 0,0186488577 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 0,0157775876 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.D117453229 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 0.0790728466 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 0.0824723032 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 0.0478487216 0.0547982766 0.0547982766 0.0637644078 0.0637644078 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 0.0795090490 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 0.0577256909 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 0.051 0164625 0.0510164625 0.0371719560 0.0371719560 0.0371719560 0.0371719560 0.0531125437 0.0531125437 

19 0.0645951265 0.060436437 4 0.0543673700 0.0543673700 0.0450990958 0.0450990958 0,0450990958 0,0249336618 0.0249336618 0.0249336618 0.0249336618 0.0487199307 0.0487199307 

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 0.0293181427 0.0293181427 0.0322318571 0.0322318571 0.0322318571 0.0162446774 0,0162446774 0.016244677 4 0.0162446774 0.0390319248 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 0.0355118446 0.0355118446 

23 0.0245992722 0.0251562568 0.0203505544 0.0203505544 0.0242700475 0.0242700475 0.0242700475 0,0124474209 0.0124474209 0.0124474209 0.0124474209 0.0317711657 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 Hourlv Distribution Factors for Road Tvoe 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 0.0037158531 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 0.0087215410 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 0.0448331117 0.0448331117 0.0448331117 0.0418068371 0.0418068371 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 0.0588646976 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 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 0.0635977420 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 0.0236017051 0.0170601049 0.0170601049 0.0139442910 0.0139442910 0.0139442910 0.0053276381 0,0053276381 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 Daily Distribution Factors: 

dayiD 

monthiD 2 5 

1 0.2325411725 0.7674588275 

2 0.2380547378 0.7619452622 

3 0.2393402049 0.7606597951 

4 

5 

0.2396052454 

0.2484757701 

0.7603947546 

0.7515242299 

6 0.24897 43665 0. 751 0256335 

7 0.2481153021 0.7518846979 

8 0.2527028648 0. 7 472971352 

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 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 

Delaware County Ramp Fractions: 

Ramp 

Road Type Fraction 

2 

4 

1.3% 

12.3% 

Source: Analysis of VHT from the Muncie travel demand model. 
Appendix B 

Delaware County 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 Delaware County Maintenance Area under the 1997 8-Hour Ozone 

Standard 

ICG Conference Call Date and Time 

• May 30, 2012 at lOam Eastern 

ICG Attendees 

• Shawn Seals (IDEM), Patricia Morris (EPA), Steve Smith (INDOT), Larry Heil 

(FHW A), Greg Katter (INDOT), Hugh Smith (DMMPC), Marta Moody 

(DMMPC), and Jay Mitchell (INDOT) 

ICG Discussion Topics and Conclusions 

1. For the Ozone MVEB Replacement submittal, various mobile source margins of 

safety were discussed. 

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 ofthe all sources margins of safety, it was reasonable and 

appropriate for inclusion in MVEB Replacement submittal. The attached 

spreadsheet demonstrates that a 15% mobile source margin of safety for VOC 

and NOx emissions fall well below the all sources margins of safety and, as 

such, will be reflected in the Ozone MVEB Replacement submittal. 

B-1