44
Measuring Performance in Mobility 2045 Mobility 2045 continues building upon the performance measurement framework presented in Mobility 2040, begins the process of incorporating new performance measurement requirements into the Metropolitan Transportation Plan process, and considers the North Central Texas Council of Governments’ long history of performance-based planning. Chapters throughout the plan discuss how performance measurement has been incorporated into planning. The Regional Performance chapter discusses these measures in more detail, including responses to the new National Performance Management Measures. This appendix presents supplemental information to the performance information presented in the Regional Performance chapter. Federally Required Performance Measure Implementation Measure Metric (if different) CFR Section Geography/ Applicability Data Sources Rule Effective Target Setting Deadlines MTP/TIP Inclusion Deadline State/Provider Targets Known? MPO Targets Officially Adopted Transit Provider State DOT MPO Number of fatalities 23 CFR 490.207(a)(1) Whole MPA FARS, VMT estimate 4/14/2016 8/31/2017 2/27/2018 4/14/2018 Yes Yes Rate of fatalities 23 CFR 490.207(a)(2) Whole MPA FARS, VMT estimate Number of serious injuries 23 CFR 490.207(a)(3) Whole MPA FARS, VMT estimate Rate of serious injuries 23 CFR 490.207(a)(4) Whole MPA FARS, VMT estimate Number of non-motorized fatalities and non- motorized serious injuries 23 CFR 490.207(a)(5) Whole MPA FARS, VMT estimate Percentage of pavements of the Interstate System in Good condition 23 CFR 490.307(a)(1) Interstates (MPA) State DOT (via HPMS) 5/20/2017 5/20/2018 State DOT target adoption date + 180 days (11/16/2018 latest possible) 5/20/2019 No Upcoming Percentage of pavements of the Interstate System in Poor condition 23 CFR 490.307(a)(2) Interstates (MPA) State DOT (via HPMS) Percentage of pavements of the Non-Interstate NHS in Good condition 23 CFR 490.307(a)(3) Non-Interstate NHS (MPA) State DOT (via HPMS) Percentage of pavements of the Non-Interstate NHS in Poor condition 23 CFR 490.307(a)(4) Non-Interstate NHS (MPA) State DOT (via HPMS) Percentage of bridges classified as in Good condition 23 CFR 490.407(c)(1) All NHS (MPA) State DOT (via HPMS) Percentage of bridges classified as in Poor condition 23 CFR 490.407(c)(2) All NHS (MPA) State DOT (via HPMS) Percent of person miles traveled on the Interstate System that are reliable Level of Travel Time Reliability (LOTTR) 23 CFR 490.507(a)(1) Interstates (MPA) NPMRDSv2, Speed Limits, and Auto Occupancy 5/20/2017 5/20/2018 State DOT target adoption date + 180 days (11/16/2018 latest possible) 5/20/2019 No (Freight targets currently available in draft form as part of TxDOT's freight plan) Upcoming Percent of person miles traveled on the Non- Interstate NHS that are reliable Level of Travel Time Reliability (LOTTR) 23 CFR 490.507(a)(2) Non-Interstate NHS (MPA) NPMRDSv2, Speed Limits, and Auto Occupancy 5/20/2017

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Page 1: Measuring Performance in Mobility 2045 throughout the...30.10.4 IH 20 SH 171 US 180 103,200 1,942 2,143 E 6 / 8 6 30.10.5 IH 20 US 180 IH 30 153,000 3,057 2,400 F 6 / 10 12 30.20.1

Measuring Performance in Mobility 2045

Mobility 2045 continues building upon the performance measurement

framework presented in Mobility 2040, begins the process of incorporating

new performance measurement requirements into the Metropolitan

Transportation Plan process, and considers the North Central Texas Council of

Governments’ long history of performance-based planning. Chapters

throughout the plan discuss how performance measurement has been

incorporated into planning. The Regional Performance chapter discusses

these measures in more detail, including responses to the new National

Performance Management Measures. This appendix presents supplemental

information to the performance information presented in the Regional

Performance chapter.

Federally Required Performance Measure Implementation

Measure Metric (if different) CFR Section Geography/ Applicability

Data Sources Rule Effective

Target Setting Deadlines MTP/TIP Inclusion Deadline

State/Provider Targets Known?

MPO Targets

Officially Adopted

Transit Provider

State DOT MPO

Number of fatalities 23 CFR 490.207(a)(1) Whole MPA FARS, VMT estimate

4/14/2016 8/31/2017 2/27/2018 4/14/2018 Yes Yes

Rate of fatalities 23 CFR 490.207(a)(2) Whole MPA FARS, VMT estimate

Number of serious injuries 23 CFR 490.207(a)(3) Whole MPA FARS, VMT estimate

Rate of serious injuries 23 CFR 490.207(a)(4) Whole MPA FARS, VMT estimate

Number of non-motorized fatalities and non-motorized serious injuries

23 CFR 490.207(a)(5) Whole MPA FARS, VMT estimate

Percentage of pavements of the Interstate System in Good condition

23 CFR 490.307(a)(1) Interstates (MPA) State DOT (via HPMS)

5/20/2017 5/20/2018

State DOT target

adoption date + 180 days

(11/16/2018 latest

possible)

5/20/2019 No Upcoming

Percentage of pavements of the Interstate System in Poor condition

23 CFR 490.307(a)(2) Interstates (MPA) State DOT (via HPMS)

Percentage of pavements of the Non-Interstate NHS in Good condition

23 CFR 490.307(a)(3) Non-Interstate NHS (MPA)

State DOT (via HPMS)

Percentage of pavements of the Non-Interstate NHS in Poor condition

23 CFR 490.307(a)(4) Non-Interstate NHS (MPA)

State DOT (via HPMS)

Percentage of bridges classified as in Good condition

23 CFR 490.407(c)(1) All NHS (MPA) State DOT (via HPMS)

Percentage of bridges classified as in Poor condition

23 CFR 490.407(c)(2) All NHS (MPA) State DOT (via HPMS)

Percent of person miles traveled on the Interstate System that are reliable

Level of Travel Time Reliability (LOTTR)

23 CFR 490.507(a)(1) Interstates (MPA) NPMRDSv2, Speed Limits, and Auto Occupancy

5/20/2017

5/20/2018

State DOT target

adoption date + 180 days

(11/16/2018 latest

possible)

5/20/2019

No (Freight targets

currently available in

draft form as part of TxDOT's

freight plan)

Upcoming Percent of person miles traveled on the Non-Interstate NHS that are reliable

Level of Travel Time Reliability (LOTTR)

23 CFR 490.507(a)(2) Non-Interstate NHS (MPA)

NPMRDSv2, Speed Limits, and Auto Occupancy

5/20/2017

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G. Regional Performance

388 I Mobility 2045

Measure Metric (if different) CFR Section Geography/ Applicability

Data Sources Rule Effective

Target Setting Deadlines MTP/TIP Inclusion Deadline

State/Provider Targets Known?

MPO Targets

Officially Adopted

Transit Provider

State DOT MPO

Percent change in CO2 emissions on the NHS compared to the calendar year 2017 level*

Annual total tailpipe CO2 emissions on the NHS

23 CFR 490.507(b) All NHS (MPA) Volumes (HPMS), Fuel Sales Statistics

9/28/2017

Truck Travel Time Reliability Index 23 CFR 490.607 Interstates (MPA) NPMRDSv2, Speed Limits

5/20/2017

Annual hours of peak-hour excessive delay per capita

Total peak hour excessive delay person hours

23 CFR 490.707(a) All NHS in non-attainment urbanized areas

NPMRDSv2, Speed Limits, and Auto Occupancy

5/20/2017

Percent of trips that are non-SOV 23 CFR 490.707(b) Non-attainment Urbanized Areas

ACS or Local Survey 5/20/2017

Total emission reductions 23 CFR 490.807 Non-attainment Urbanized Areas

CMAQ Public Access System

5/20/2017

Percentage of non-revenue, support-service, and maintenance vehicles that have either met or exceeded their useful life benchmark

49 CFR 625.43(a)

Recipients and sub-recipients of Federal financial assistance under 49 USC 53 that own, operate, or manage assets used for providing public transportation

Agency's Transit Asset Management Plan

10/1/2016 1/1/2017 12/27/2017 10/1/2018 Yes Yes

Percentage of revenue vehicles within a particular asset class that have either met or exceeded their useful life benchmark

49 CFR 625.43(b) Agency's Transit Asset Management Plan

Percentage of track segments with performance restrictions

49 CFR 625.43(c) Agency's Transit Asset Management Plan

Percentage of facilities within a particular asset class that are rated below condition 3 on the TERM scale

49 CFR 625.43(d) Agency's Transit Asset Management Plan

*In the process of being repealed by subsequent rulemaking.

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G. Regional Performance

Mobility 2045 I 389

Regional Performance by County

2018 System Performance

Population Employment Vehicle Miles of Travel

(Daily) Hourly Capacity

(Miles) Vehicle Hours Spent

in Delay (Daily) Increase in Travel Time

Due to Congestion*

Collin 990,607 575,939 24,212,469 5,000,933 204,800 41.94%

Dallas 2,607,654 2,240,668 80,529,391 13,232,540 851,917 53.23%

Denton 848,120 317,045 19,691,686 3,934,456 143,405 38.32%

Ellis 175,809 72,309 7,229,198 2,849,268 14,433 11.85%

Hood 59,160 25,292 1,610,095 574,953 5,051 16.83%

Hunt 92,576 47,771 4,620,400 2,107,376 8,625 11.28%

Johnson 166,608 79,398 5,066,836 1,951,282 14,712 15.56%

Kaufman 124,025 48,874 6,223,181 2,002,640 14,140 13.78%

Parker 133,652 68,154 5,074,033 1,802,744 10,799 12.32%

Rockwall 99,740 42,212 2,550,377 612,560 11,394 24.35%

Tarrant 2,065,634 1,236,661 51,888,538 9,372,165 394,751 38.56%

Wise 66,138 39,040 3,536,748 1,518,943 6,658 11.31%

*Increase in travel time due to congestion refers to the additional time it takes to travel in congested conditions as compared to uncongested or free-flowing conditions.

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G. Regional Performance

390 I Mobility 2045

2045 System Performance

Population Employment Vehicle Miles of Travel

(Daily) Hourly Capacity

(Miles) Vehicle Hours Spent

in Delay (Daily) Increase in Travel Time

Due to Congestion*

Collin 1,689,168 835,342 41,934,570 6,796,251 574,866 68.59%

Dallas 3,445,204 3,298,213 111,168,014 15,184,650 1,596,762 72.04%

Denton 1,346,316 479,619 31,414,255 5,699,387 290,681 49.30%

Ellis 300,954 102,692 13,914,838 3,323,490 70,539 29.47%

Hood 85,738 31,723 2,825,832 665,199 12,447 24.25%

Hunt 134,291 72,658 8,410,616 2,384,253 27,652 19.65%

Johnson 262,865 111,301 9,875,193 2,199,155 49,581 26.95%

Kaufman 224,203 68,285 12,421,899 2,329,061 118,391 56.36%

Parker 206,813 86,890 8,755,664 2,058,148 32,148 21.11%

Rockwall 181,560 58,611 5,113,336 888,728 53,441 56.27%

Tarrant 3,263,622 1,827,385 79,822,372 11,354,666 941,815 59.98%

Wise 105,797 51,508 5,839,050 1,667,371 19,783 19.91%

*Increase in travel time due to congestion refers to the additional time it takes to travel in congested conditions as compared to uncongested or free-flowing conditions.

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G. Regional Performance

Mobility 2045 I 391

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G. Regional Performance

392 I Mobility 2045

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G. Regional Performance

Mobility 2045 I 393

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G. Regional Performance

394 I Mobility 2045

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G. Regional Performance

Mobility 2045 I 395

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G. Regional Performance

396 I Mobility 2045

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G. Regional Performance

Mobility 2045 I 397

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G. Regional Performance

398 I Mobility 2045

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G. Regional Performance

Mobility 2045 I 399

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G. Regional Performance

400 I Mobility 2045

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G. Regional Performance

Mobility 2045 I 401

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G. Regional Performance

402 I Mobility 2045

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G. Regional Performance

Mobility 2045 I 403

2018 Level of Service Analysis

Dallas District June 4, 2018

ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

DALLAS NORTH TOLLWAY

21.10.4 Dallas North Tollway Rockhill Road SRT (SH 121) 51,400 1,768 2,417 D 6 / 8 6

21.20.1 Dallas North Tollway SH 121 Parker Road 151,700 2,950 2,238 F 6 / 10 12

21.20.2 Dallas North Tollway Parker Road PGBT 140,400 3,144 2,371 F 6 / 10 12

21.20.3 Dallas North Tollway PGBT Beltline Road 169,900 3,200 2,213 F 6 / 8 12

21.20.4 Dallas North Tollway Beltline Road Royal Lane 160,600 3,372 2,114 F 6 / 8 10

21.20.5 Dallas North Tollway Royal Lane Mockingbird Lane 137,900 3,632 2,300 F 6 10

21.20.6 Dallas North Tollway Mockingbird Lane IH 35E 113,200 3,166 2,300 F 6 10

IH 20

30.70.2 IH 20 Great Southwest Parkway (Tarrant County Line)

PGBT WE (SH 161) 219,100 3,160 2,160 F 8 / 12 16

30.80.1 IH 20 PGBT WE (SH 161) Robinson Road 206,700 3,626 2,300 F 8 14

30.80.2 IH 20 Robinson Road FM 1382 224,500 3,999 2,338 F 8 / 10 14

30.80.3 IH 20 FM 1382 Spur 408 223,100 4,024 2,400 F 8 / 10 14

30.80.4 IH 20 Spur 408 Cedar Ridge Drive 131,100 2,333 2,189 F 6 / 10 10

30.80.5 IH 20 Cedar Ridge Drive US 67 134,600 2,676 2,350 F 8 / 10 10

30.80.6 IH 20 US 67 Polk Street 137,900 2,751 2,338 F 8 / 10 10

30.80.7 IH 20 Polk Street IH 35E 122,400 2,500 2,338 F 8 / 10 10

30.80.8 IH 20 IH 35E SH 342 122,500 2,551 2,313 F 8 / 10 10

30.80.9 IH 20 SH 342 Bonnie View Road 127,500 2,625 2,300 F 8 10

30.80.10 IH 20 Bonnie View Road IH 45 137,600 2,801 2,300 F 8 10

30.80.11 IH 20 IH 45 Haymarket Road 122,200 2,549 2,300 F 8 10

30.80.12 IH 20 Haymarket Road US 175 117,400 2,424 2,300 F 8 10

30.90.1 IH 20 US 175 IH 635 133,400 2,750 2,413 F 8 / 10 10

30.90.2 IH 20 IH 635 SH 190/Loop 9 (Kaufman County Line) 62,600 1,732 2,317 D 4 / 8 6

30.100.1 IH 20 SH 190/Loop 9 (Dallas County Line) FM 740 56,300 1,600 2,300 D 6 6

30.100.2 IH 20 FM 740 Spur 557 38,800 1,550 2,300 D 4 4

30.110.1 IH 20 Spur 557 Wilson Road 53,100 1,801 2,425 D 4 / 6 4

30.110.2 IH 20 Wilson Road East of FM 2965 (Van Zandt County Line)

57,600 1,750 2,300 D 4 4

*Some segments include auxiliary lanes and short lane drops.

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G. Regional Performance

404 I Mobility 2045

ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

IH 30

28.50.1 IH 30 PGBT WE (SH 161) Belt Line Road 185,300 2,700 2,190 F 8 / 10 14

28.50.2 IH 30 Belt Line Road Loop 12 193,800 3,499 2,413 F 8 / 10 12

28.50.3 IH 30 Loop 12 Cockrell Hill Avenue 198,900 3,199 2,078 F 8 / 10 14

28.50.4 IH 30 Cockrell Hill Avenue Sylvan Avenue 204,300 3,177 2,222 F 8 / 10 12

28.50.5 IH 30 Sylvan Avenue IH 35E (W) 175,400 2,888 2,389 F 6 / 12 14

28.50.6 IH 30 IH 35E (W) IH 35E (E) 105,100 3,121 2,300 F 4 / 6 10

28.60.1 IH 30 IH 35E (E) Cesar Chavez Blvd. 145,700 3,433 2,283 F 6 / 8 10

28.60.2 IH 30 Cesar Chavez Blvd. IH 45 162,400 3,171 2,229 F 6 / 8 10

28.60.3 IH 30 IH 45 Ferguson Road 230,300 3,825 2,300 F 8 / 10 14

28.70.1 IH 30 Ferguson Road US 80 199,000 2,823 2,300 F 8 / 10 14

28.70.2 IH 30 US 80 IH 635 147,400 3,001 2,171 F 6 / 8 10

28.80.1 IH 30 IH 635 Bobtown Road 164,500 2,926 2,238 F 6 / 10 12

28.80.2 IH 30 Bobtown Road Dalrock Road (Rockwall County Line) 152,000 2,925 2,163 F 6 / 10 12

28.90.1 IH 30 Dalrock Road (Dallas County Line) SH 205 108,200 2,866 2,500 F 6 / 8 8

28.90.2 IH 30 SH 205 FM 2642 (Hunt County Line) 64,100 2,350 2,325 F 4 / 6 6

IH 345

25.10.1 IH 345 US 75/Woodall Rodgers Freeway/ Spur 366

IH 30/IH 45 173,800 3,429 2,271 F 6 / 10 14

IH 35

3.10.1 IH 35 Denton County Line (N) FM 156 FM 156 76,500 2,500 2,325 F 4 / 6 6

3.20.1 IH 35 FM 156 Loop 288 (North of Denton) 74,300 2,500 2,300 F 4 6

3.20.2 IH 35 Loop 288 (North of Denton) US 380 76,600 2,651 2,300 F 4 6

3.20.3 IH 35 US 380 IH 35W/IH 35E 99,500 2,366 2,367 E 6 / 8 6

IH 35E

7.30.1 IH 35E PGBT IH 635 175,500 3,486 2,114 F 6 / 10 10

7.40.1 IH 35E IH 635 Loop 12 259,200 3,364 2,191 F 10 / 12 16

7.50.1 IH 35E Loop 12 Spur 482/Storey Lane 142,100 3,332 2,300 F 6 10

7.50.2 IH 35E Spur 482/Storey Lane SH 183 149,600 3,566 2,300 F 6 10

7.60.1 IH 35E SH 183 Inwood Blvd. 293,400 4,119 2,320 F 10 / 12 18

7.60.2 IH 35E Inwood Blvd. Medical District Drive 278,300 3,860 2,300 F 10 18

7.60.4 IH 35E Medical District Drive Market Center Blvd. 277,400 3,901 2,300 F 10 18

7.60.5 IH 35E Market Center Blvd. Oak Lawn Avenue 257,100 3,521 2,300 F 10 16

*Some segments include auxiliary lanes and short lane drops.

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G. Regional Performance

Mobility 2045 I 405

ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

7.60.6 IH 35E Oak Lawn Avenue Woodall Rodgers Freeway/Spur 366 307,900 3,600 2,217 F 8 / 14 20

7.70.1 IH 35E Woodall Rodgers Freeway/Spur 366 IH 30 267,100 3,418 2,173 F 8 / 14 20

7.80.1 IH 35E IH 30 (W) IH 30 (East) 185,900 3,600 2,286 F 6 / 8 14

7.80.2 IH 35E IH 30 (E) Colorado Blvd. 186,200 2,975 2,300 F 6 / 10 12

7.80.3 IH 35E Colorado Blvd. 8th Street 242,400 3,950 2,363 F 8 / 10 14

7.80.4 IH 35E 8th Street Marsalis Avenue 241,800 3,875 2,300 F 8 / 10 14

7.80.5 IH 35E Marsalis Avenue US 67 233,600 3,750 2,325 F 8 / 10 14

7.90.1 IH 35E US 67 Laureland Drive 115,400 2,701 2,300 F 4 / 8 8

7.90.2 IH 35E Laureland Drive IH 20 110,100 2,701 2,300 F 6 8

7.100.1 IH 35E IH 20 Wintergreen Road 152,100 2,533 2,133 F 8 / 10 12

7.100.2 IH 35E Wintergreen Road Parkerville Road 119,700 2,572 2,214 F 6 / 8 8

7.100.3 IH 35E Parkerville Road Loop 9 (Ellis County Line) 117,800 2,900 2,350 F 6 / 8 8

7.10.1 IH 35E IH 35/IH 35W US 377 (South of Denton) 99,200 2,086 1,971 F 6 / 8 8

7.10.2 IH 35E US 377 (South of Denton) US 77 109,800 2,766 2,300 F 6 8

7.10.3 IH 35E US 77 Loop 288 116,500 2,968 2,433 F 6 / 8 8

7.10.4 IH 35E Loop 288 Corinth Parkway 121,900 3,066 2,300 F 6 8

7.10.5 IH 35E Corinth Parkway FM 407 153,600 2,850 2,263 F 6 / 10 12

7.10.6 IH 35E FM 407 SRT (SH 121) 180,600 3,226 2,288 F 6 / 10 12

7.20.1 IH 35E SRT (SH 121) PGBT 156,400 3,600 2,300 F 6 10

7.100.4 IH 35E Loop 9 (Dallas County Line) US 77 (North of Waxahachie) 90,500 2,266 2,367 E 6 / 8 6

7.100.5 IH 35E US 77 (North of Waxahachie) Bigham Road (US 77 South) 50,600 1,801 2,300 D 4 / 6 4

7.100.6 IH 35E Bigham Road (US 77 South) SH 34 39,600 834 2,300 C+ 6 4

7.100.7 IH 35E SH 34 South of FM 566 (Hill County Line) 42,000 833 2,300 C+ 6 4

IH 35W

5.10.1 IH 35W IH 35W/IH 35E Loop 288 (South of Denton) 65,300 2,549 2,300 F 4 6

5.10.2 IH 35W Loop 288 (South of Denton) SH 114 71,600 2,849 2,300 F 4 6

5.20.1 IH 35W SH 114 Eagle Parkway 72,700 2,951 2,300 F 4 6

IH 45

27.10.1 IH 45 IH 30/IH 345 S.M. Wright Parkway 213,700 2,900 2,160 F 10 14

27.10.2 IH 45 Grand Avenue US 175 117,100 2,766 2,300 F 6 8

27.20.1 IH 45 US 175 IH 20 93,900 2,399 2,300 F 6 8

27.30.1 IH 45 IH 20 Pleasant Run Road 77,500 1,966 2,300 E 6 6

*Some segments include auxiliary lanes and short lane drops.

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G. Regional Performance

406 I Mobility 2045

ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

27.30.2 IH 45 Pleasant Run Road Loop 9 71,100 1,800 2,300 D 6 6

27.40.1 IH 45 Loop 9 South of Malloy Bridge Road (Ellis County Line)

65,100 1,634 2,300 D 6 6

27.40.2 IH 45 South of Malloy Bridge Road (Dallas County Line)

BU 45 59,700 1,467 2,300 C+ 6 4

27.40.3 IH 45 BU 45 SH 34 58,200 1,368 2,317 C+ 6 / 8 4

27.40.4 IH 45 SH 34 US 287 53,000 1,133 2,350 C+ 6 / 8 4

27.40.5 IH 45 US 287 South of FM 1182 (Navarro County Line) 63,800 1,301 2,300 C+ 6 4

IH 635 (EAST)

130.30.4 IH 635 (East) Hillcrest Road US 75 262,000 3,560 2,190 F 8 / 12 18

131.10.1 IH 635 (East) US 75 Royal Lane/Miller Road 222,900 3,776 2,338 F 6 / 12 14

131.10.2 IH 635 (East) Royal Lane/Miller Road SH 78 218,100 3,750 2,313 F 8 / 10 14

131.10.3 IH 635 (East) SH 78 IH 30 225,700 3,466 2,200 F 8 / 12 14

131.20.1 IH 635 (East) IH 30 US 80 206,700 3,080 2,310 F 10 / 12 14

131.20.2 IH 635 (East) US 80 IH 20 141,700 2,801 2,213 F 6 / 10 12

IH 635 (NORTH)

130.10.1 IH 635 (North) SH 121 Royal Lane 139,000 3,366 2,300 F 6 10

130.10.2 IH 635 (North) Royal Lane Belt Line Road 121,800 3,066 2,300 F 6 8

130.10.3 IH 635 (North) Belt Line Road PGBT 123,400 3,067 2,333 F 6 / 8 8

130.20.1 IH 635 (North) PGBT Luna Road 197,800 3,200 2,389 F 6 / 12 14

130.20.2 IH 635 (North) Luna Road IH 35E 227,700 3,280 2,300 F 10 16

130.30.1 IH 635 (North) IH 35E Webb Chapel Road 237,100 4,100 2,338 F 6 / 12 16

130.30.2 IH 635 (North) Webb Chapel Road Midway Road 251,900 3,822 2,167 F 8 / 10 16

130.30.3 IH 635 (North) Midway Road Hillcrest Road 287,400 3,961 2,190 F 8 / 12 20

LOOP 12

17.10.1 Loop 12 IH 35E SH 183 161,100 3,768 2,300 F 6 10

17.20.1 Loop 12 SH 183 SH 356 186,100 4,266 2,283 F 6 / 8 12

17.20.2 Loop 12 SH 356 IH 30 208,700 3,599 2,125 F 6 / 8 14

17.30.1 Loop 12 IH 30 Spur 408 218,600 3,266 2,178 F 8 / 10 12

PGBT (EAST)

121.10.1 PGBT (East) US 75 SH 78 88,000 1,912 2,111 E 8 / 10 8

121.10.3 PGBT (East) SH 78 IH 30 27,400 1,134 2,300 C+ 6 4

*Some segments include auxiliary lanes and short lane drops.

Page 21: Measuring Performance in Mobility 2045 throughout the...30.10.4 IH 20 SH 171 US 180 103,200 1,942 2,143 E 6 / 8 6 30.10.5 IH 20 US 180 IH 30 153,000 3,057 2,400 F 6 / 10 12 30.20.1

G. Regional Performance

Mobility 2045 I 407

ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

PGBT (NORTH)

120.20.1 PGBT (North) Dallas North Tollway US 75 118,700 2,422 2,100 F 6 / 10 10

120.10.1 PGBT (North) IH 35E Trinity Mills Blvd. 114,500 2,601 2,125 F 6 / 10 10

120.15.1 PGBT (North) Trinity Mills Blvd. Dallas North Tollway 121,100 3,029 2,071 F 6 / 10 12

PGBT (WEST)

123.10.1 PGBT (West) Belt Line Road (Irving) IH 635 146,800 3,229 2,057 F 6 / 8 10

123.20.1 PGBT (West) IH 635 Belt Line Road (Carrollton) 105,400 2,599 2,100 F 6 / 10 8

123.20.2 PGBT (West) Belt Line Road (Carrollton) IH 35E 86,400 2,257 2,271 E 6 / 10 8

SH 114

12.50.1 SH 114 SH 121 SH 161 152,100 3,258 2,414 F 6 / 12 12

12.50.2 SH 114 SH 161 Northwest Highway (Spur 348) 126,000 3,034 2,417 F 6 / 8 8

12.50.3 SH 114 Northwest Highway (Spur 348) Rochelle Blvd. 114,800 3,950 2,375 F 4 / 6 8

12.50.4 SH 114 Rochelle Blvd. Loop 12 125,400 2,600 2,443 F 4 / 10 10

12.50.5 SH 114 Loop 12 SH 183 105,400 3,160 1,980 F 4 / 6 8

12.30.2 SH 114 East of US 377 Trophy Lake Drive 65,700 2,450 2,300 F 4 6

12.30.3 SH 114 Trophy Lake Drive Kirkwood Blvd. 113,000 2,799 2,367 F 6 / 8 8

SH 121

11.30.1 SH 121 US 75 Hillcrest Road 62,100 1,513 2,057 D 4 / 8 6

11.30.2 SH 121 Hillcrest Road SH 289 99,400 2,734 2,300 F 6 8

11.30.3 SH 121 SH 289 Dallas North Tollway 105,500 2,867 2,400 F 6 / 8 8

11.50.1 SH 121 BU 121 (Denton County Line) Stars and Stripes Way (Tarrant County Line)

194,400 3,576 2,275 F 6 / 10 14

11.40.1 SH 121 Dallas North Tollway BU 121 (W) 145,200 3,113 2,229 F 6 / 10 10

SH 161

15.10.1 SH 161 PGBT/Belt Line Road (Irving) SH 183 154,400 3,733 2,450 F 6 / 8 10

15.20.1 SH 161 SH 183 IH 30 106,500 2,967 2,417 F 6 / 8 8

15.30.1 SH 161 IH 30 IH 20 44,300 1,801 2,080 E 4 / 6 4

SH 183

22.30.1 SH 183 PGBT WE (SH 161) Loop 12 152,300 3,056 2,100 F 6 / 10 10

22.40.1 SH 183 Loop 12 SH 114 124,100 2,901 2,300 F 4 / 8 8

22.40.2 SH 183 SH 114 Empire Central 198,700 3,575 2,263 F 6 / 10 14

22.40.3 SH 183 Empire Central IH 35E 157,400 3,766 2,300 F 6 10

*Some segments include auxiliary lanes and short lane drops.

Page 22: Measuring Performance in Mobility 2045 throughout the...30.10.4 IH 20 SH 171 US 180 103,200 1,942 2,143 E 6 / 8 6 30.10.5 IH 20 US 180 IH 30 153,000 3,057 2,400 F 6 / 10 12 30.20.1

G. Regional Performance

408 I Mobility 2045

ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

SH 360

9.40.5 SH 360 Heritage Parkway US 287 4,000 269 2,400 C+ 2 / 4 2

SPUR 366

44.10.1 Spur 366 US 75 IH 35E 177,800 3,150 2,200 F 6 / 10 12

44.10.2 Spur 366 IH 35E Beckley Avenue 60,400 1,600 2,150 D 4 / 6 6

SPUR 408

19.10.1 Spur 408 Loop 12 IH 20 137,100 3,000 2,333 F 4 / 8 8

SPUR 482

42.10.1 Spur 482 SH 183 West of IH 35E 46,400 1,702 2,300 D 4 4

SPUR 557

34.10.1 Spur 557 US 80 IH 20 32,800 1,000 2,300 C+ 4 2

US 175

36.10.1 US 175 SH 310 Lake June Road 124,800 2,899 2,300 F 6 8

36.10.2 US 175 Lake June Road IH 20 91,400 2,301 2,283 F 4 / 8 8

36.20.1 US 175 IH 20 Belt Line Road 83,300 2,561 2,040 F 4 / 6 6

36.20.2 US 175 Belt Line Road Loop 9 (Kaufman County Line) 70,000 2,702 2,300 F 4 6

36.30.1 US 175 Loop 9 (Dallas County Line) FM 148 51,300 1,949 2,300 E 4 4

36.30.2 US 175 FM 148 CR 4106 42,300 1,650 2,300 D 4 4

36.30.3 US 175 CR 4106 FM 1390 39,600 1,500 2,300 D 4 4

36.30.4 US 175 FM 1390 SH 34 37,700 1,401 2,300 C+ 4 4

US 287

1.100.1 US 287 Old Fort Worth Road/US 67 Midlothian Parkway 39,000 1,449 2,475 C+ 4 / 6 4

1.100.3 US 287 BU 287 (West of Waxahachie) IH 35E 33,200 1,301 2,300 C+ 4 4

1.110.1 US 287 IH 35E FM 878/Wyatt Street 29,200 1,099 2,300 C+ 4 2

1.110.5 US 287 BU 287 (West of Ennis)/Ennis Avenue SH 34 17,700 600 2,300 C+ 4 2

US 67

38.10.1 US 67 IH 35E IH 20 109,200 3,040 2,440 F 4 / 8 8

38.20.1 US 67 IH 20 Belt Line Road 86,900 2,601 1,940 F 4 / 6 6

38.20.3 US 67 Belt Line Road Lake Ridge Parkway (Ellis County Line) 69,900 2,699 2,375 F 4 / 6 6

38.20.4 US 67 Lake Ridge Parkway (Dallas County Line) Loop 9 68,800 2,701 2,300 F 4 6

38.30.1 US 67 Loop 9 US 287 55,000 2,151 2,350 E 4 / 6 4

38.40.1 US 67 US 287 Ward Road 41,500 1,279 1,900 D 4 / 6 4

*Some segments include auxiliary lanes and short lane drops.

Page 23: Measuring Performance in Mobility 2045 throughout the...30.10.4 IH 20 SH 171 US 180 103,200 1,942 2,143 E 6 / 8 6 30.10.5 IH 20 US 180 IH 30 153,000 3,057 2,400 F 6 / 10 12 30.20.1

G. Regional Performance

Mobility 2045 I 409

ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

US 75

23.10.1 US 75 CR 375 (Grayson County Line) Melissa Road 55,800 1,849 2,450 D 4 / 6 4

23.20.1 US 75 Melissa Road SRT (SH 121) (N) 68,000 1,601 2,300 D 6 6

23.30.1 US 75 SRT (SH 121) (N) US 380 95,500 1,556 2,189 D 8 / 10 6

23.30.2 US 75 US 380 SRT (SH 121) (S) 135,300 2,311 2,156 F 6 / 10 10

23.40.1 US 75 SRT (SH 121) (S) Exchange Parkway 137,400 2,575 2,288 F 6 / 10 10

23.40.2 US 75 Exchange Parkway Bethany Drive 183,400 2,955 2,100 F 8 / 10 12

23.40.3 US 75 Bethany Drive Spring Creek Parkway 207,300 3,600 2,388 F 8 / 10 14

23.40.4 US 75 Spring Creek Parkway 15th Street 221,300 3,801 2,313 F 8 / 10 14

23.40.5 US 75 15th Street PGBT/SH 190 253,300 3,845 2,333 F 8 / 10 18

23.50.1 US 75 PGBT IH 635 256,000 3,911 2,200 F 6 / 12 18

23.60.1 US 75 IH 635 Loop 12 231,500 3,623 2,078 F 6 / 10 14

23.60.2 US 75 Loop 12 Woodall Rodgers Freeway/Spur 366 244,600 3,823 2,122 F 8 / 10 16

US 80

32.10.1 US 80 IH 30 IH 635 86,900 2,401 1,980 F 4 / 6 6

32.10.2 US 80 IH 635 Belt Line Road 91,200 3,150 2,325 F 4 / 6 6

32.10.3 US 80 Belt Line Road FM 460 87,500 3,050 2,300 F 4 6

32.10.4 US 80 FM 460 FM 548 69,400 2,349 2,300 F 4 6

32.10.5 US 80 FM 548 Spur 557 53,500 1,751 2,300 D 4 4

*Some segments include auxiliary lanes and short lane drops.

Page 24: Measuring Performance in Mobility 2045 throughout the...30.10.4 IH 20 SH 171 US 180 103,200 1,942 2,143 E 6 / 8 6 30.10.5 IH 20 US 180 IH 30 153,000 3,057 2,400 F 6 / 10 12 30.20.1

G. Regional Performance

410 I Mobility 2045

2018 Level of Service Analysis

Fort Worth District June 4, 2018

ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

CHISHOLM TRAIL PARKWAY

31.20.3 Chisholm Trail Parkway FM 1187 US 67 9,700 998 2,300 C+ 2 2

31.10.1 Chisholm Trail Parkway IH 30 IH 20 24,300 1,100 2,367 C+ 6 / 8 4

31.20.1 Chisholm Trail Parkway IH 20 Altamesa Blvd./Dirks Road 14,600 602 2,214 C+ 6 / 8 2

31.20.2 Chisholm Trail Parkway Altamesa Blvd./Dirks Road FM 1187 14,100 851 2,300 C+ 4 2

FM 2499

54.10.1 FM 2499 SH 121 Grapevine Mills Road 57,900 1,998 2,300 E 4 4

IH 20

30.10.1 IH 20 East of Gilbert Pit Road (Palo Pinto County Line)

Spur 312 38,400 950 2,300 C+ 4 2

30.10.2 IH 20 Spur 312 Ric Williamson Memorial Highway 33,500 951 2,300 C+ 4 2

30.10.3 IH 20 Ric Williamson Memorial Highway SH 171 43,700 1,450 2,300 C+ 4 4

30.10.4 IH 20 SH 171 US 180 61,000 2,250 2,425 E 4 / 6 4

30.10.5 IH 20 US 180 IH 30 107,900 2,666 2,450 F 6 / 8 8

30.20.1 IH 20 IH 30 East of IH 30 (Tarrant County Line) 43,900 1,699 2,300 D 4 4

30.20.2 IH 20 East of IH 30 (Parker County Line) IH 820 46,000 1,800 2,300 D 4 4

30.30.1 IH 20 IH 820 SH 183 87,600 2,366 2,417 E 6 / 8 6

30.30.2 IH 20 SH 183 IH 35W 156,900 2,688 2,222 F 8 / 12 14

30.40.1 IH 20 IH 35W Forest Hill Drive 166,100 2,867 2,178 F 8 / 10 14

30.40.2 IH 20 Forest Hill Drive IH 820 190,900 3,266 2,300 F 8 / 12 16

30.50.1 IH 20 IH 820 US 287 205,700 3,511 2,267 F 6 / 12 14

30.60.1 IH 20 US 287 Park Springs Blvd. 167,300 2,822 2,244 F 8 / 10 12

30.60.2 IH 20 Park Springs Blvd. Matlock Road 178,400 2,999 2,222 F 8 / 10 12

30.60.3 IH 20 Matlock Road SH 360 193,200 3,550 2,300 F 6 / 10 14

30.70.1 IH 20 SH 360 Great Southwest Parkway (Dallas County Line)

187,800 3,349 2,350 F 6 / 10 12

IH 30

28.10.1 IH 30 IH 20 East of IH 20 (Tarrant County Line) 84,400 2,068 2,300 E 6 6

28.10.2 IH 30 East of IH 20 (Parker County Line) Spur 580/Camp Bowie West Blvd. 83,900 2,033 2,300 E 6 6

28.10.3 IH 30 Spur 580/Camp Bowie West Blvd. IH 820 77,400 2,850 2,500 F 4 / 6 6

*Some segments include auxiliary lanes and short lane drops.

Page 25: Measuring Performance in Mobility 2045 throughout the...30.10.4 IH 20 SH 171 US 180 103,200 1,942 2,143 E 6 / 8 6 30.10.5 IH 20 US 180 IH 30 153,000 3,057 2,400 F 6 / 10 12 30.20.1

G. Regional Performance

Mobility 2045 I 411

ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

28.20.1 IH 30 IH 820 Camp Bowie Blvd. 103,000 2,599 2,367 F 6 / 8 8

28.20.2 IH 30 Camp Bowie Blvd. Chisholm Trail Parkway 146,100 2,674 2,375 F 6 / 12 10

28.20.3 IH 30 Chisholm Trail Parkway Henderson Street 133,700 2,266 2,300 E 8 / 10 10

28.20.4 IH 30 Henderson Street IH 35W 151,200 2,900 2,138 F 6 / 10 12

28.30.1 IH 30 IH 35W US 287 73,800 2,166 2,300 E 6 6

28.30.2 IH 30 US 287 Oakland Blvd. 113,700 2,351 2,213 F 6 / 8 10

28.30.3 IH 30 Oakland Blvd. IH 820 98,700 2,228 2,157 F 6 / 8 8

28.40.1 IH 30 IH 820 Cooks Lane 118,100 2,899 2,300 F 6 8

28.40.2 IH 30 Cooks Lane Cooper Street 157,900 3,171 2,143 F 6 / 8 10

28.40.3 IH 30 Cooper Street Duncan Perry Road 155,600 3,172 2,271 F 6 / 10 12

28.40.4 IH 30 Duncan Perry Road PGBT WE (SH 161) 169,500 3,372 2,171 F 6 / 8 10

IH 35W

5.90.1 IH 35W SH 174 (Tarrant County Line) Hidden Creek Parkway 72,500 2,649 2,300 F 4 6

5.90.2 IH 35W Hidden Creek Parkway FM 917 50,400 1,800 2,300 D 4 4

5.100.1 IH 35W FM 917 US 67 44,500 1,548 2,375 D 4 / 6 4

5.100.2 IH 35W US 67 FM 2258 34,700 1,100 2,300 C+ 4 2

5.100.3 IH 35W FM 2258 South of CR 102 (Hill County Line) 37,800 1,199 2,300 C+ 4 4

5.20.2 IH 35W Eagle Parkway US 81/287 95,400 3,601 2,400 F 4 / 6 6

5.40.1 IH 35W US 81/287 Basswood Blvd. 153,100 3,766 2,450 F 6 / 8 10

5.40.2 IH 35W Basswood Blvd. IH 820 132,100 3,199 2,233 F 4 / 8 10

5.50.1 IH 35W IH 820 SH 183 111,900 3,199 2,200 F 4 / 6 6

5.50.2 IH 35W SH 183 SH 121 138,300 3,332 2,217 F 4 / 8 10

5.60.1 IH 35W SH 121 IH 30 199,800 3,222 2,167 F 6 / 12 12

5.70.1 IH 35W IH 30 Berry Street 175,900 2,845 2,100 F 8 / 12 12

5.70.2 IH 35W Berry Street IH 20 169,100 2,756 2,133 F 6 / 10 12

5.80.1 IH 35W IH 20 FM 1187 145,300 3,029 2,200 F 6 / 10 10

5.80.2 IH 35W FM 1187 SH 174 (Tarrant County Line) 128,400 2,742 2,171 F 6 / 8 12

IH 820 (EAST)

151.10.1 IH 820 (East) SH 121/SH 183/IH 820 Interchange Trinity Blvd. 162,200 3,866 2,333 F 4 / 10 10

151.20.1 IH 820 (East) Trinity Blvd. Randol Mill Road 121,800 4,451 2,300 F 4 8

151.20.2 IH 820 (East) Randol Mill Road IH 30 115,900 2,933 2,433 F 4 / 8 8

151.30.1 IH 820 (East) IH 30 Meadowbrook Drive 102,100 2,256 2,386 E 6 / 10 8

*Some segments include auxiliary lanes and short lane drops.

Page 26: Measuring Performance in Mobility 2045 throughout the...30.10.4 IH 20 SH 171 US 180 103,200 1,942 2,143 E 6 / 8 6 30.10.5 IH 20 US 180 IH 30 153,000 3,057 2,400 F 6 / 10 12 30.20.1

G. Regional Performance

412 I Mobility 2045

ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

151.30.2 IH 820 (East) Meadowbrook Drive US 287 97,800 2,920 2,080 F 4 / 8 6

151.40.1 IH 820 (East) US 287 IH 20 180,100 3,324 2,338 F 8 / 10 12

IH 820 (NORTH)

150.10.1 IH 820 (North) SH 199 BU 287 103,400 2,765 2,383 F 6 / 8 8

150.10.2 IH 820 (North) BU 287 IH 35W 128,300 2,799 2,157 F 6 / 8 8

150.20.1 IH 820 (North) IH 35W US 377 106,600 3,041 2,160 F 4 / 8 6

150.20.2 IH 820 (North) US 377 SH 121/SH 183 Interchange 132,300 3,639 2,240 F 4 / 8 10

IH 820 (WEST)

153.10.1 IH 820 (West) IH 20 Camp Bowie Blvd. 42,200 1,268 2,350 C+ 6 / 8 4

153.10.2 IH 820 (West) Camp Bowie Blvd. IH 30 46,300 1,172 2,200 C+ 6 / 8 6

153.20.1 IH 820 (West) IH 30 Las Vegas Trail 87,200 2,142 2,186 E 6 / 8 6

153.20.2 IH 820 (West) Las Vegas Trail SH 199 98,500 2,075 2,338 E 8 / 10 8

INTERNATIONAL PARKWAY

13.10.1 International Parkway SH 114/SH 121 (North of DFW Airport) SH 183 (South of DFW Airport) 75,600 1,858 2,243 E 4 / 10 6

SH 114

12.30.4 SH 114 Kirkwood Blvd. Kimball Avenue 124,200 2,685 2,100 F 6 / 8 8

12.30.5 SH 114 Kimball Avenue SH 121 136,800 2,829 2,357 F 4 / 10 10

12.40.1 SH 114 SH 121 (W) SH 121 (E) 327,000 3,257 2,236 F 12 / 16 22

SH 121

11.50.2 SH 121 Stars and Stripes Way (Dallas County Line)

FM 2499 180,200 3,772 2,200 F 6 / 8 14

11.50.3 SH 121 FM 2499 IH 635 180,600 3,300 2,163 F 6 / 10 14

11.60.1 SH 121 IH 635 SH 114 193,800 3,600 2,363 F 6 / 10 14

11.70.1 SH 121 SH 114 SH 360 160,400 3,868 2,500 F 6 / 10 10

11.80.1 SH 121 SH 360 Hall-Johnson Road 144,700 3,634 2,300 F 6 10

11.80.2 SH 121 Hall-Johnson Road Mid Cities Blvd. 137,400 3,332 2,117 F 4 / 8 10

11.80.3 SH 121 Mid Cities Blvd. SH 183 100,800 2,919 1,980 F 4 / 6 6

11.90.1 SH 121 SH 183 IH 820 211,600 3,649 2,325 F 6 / 10 14

11.100.1 SH 121 IH 820 Handley-Ederville Road 127,000 3,680 2,300 F 4 / 6 10

11.100.2 SH 121 Handley-Ederville Road Beach Street 145,700 3,633 2,300 F 6 / 8 10

11.100.3 SH 121 Beach Steet IH 35W 153,600 2,799 2,325 F 8 / 10 10

*Some segments include auxiliary lanes and short lane drops.

Page 27: Measuring Performance in Mobility 2045 throughout the...30.10.4 IH 20 SH 171 US 180 103,200 1,942 2,143 E 6 / 8 6 30.10.5 IH 20 US 180 IH 30 153,000 3,057 2,400 F 6 / 10 12 30.20.1

G. Regional Performance

Mobility 2045 I 413

ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

SH 183

22.10.1 SH 183 SH 121 SH 360 172,400 3,314 2,214 F 6 / 10 12

22.20.1 SH 183 SH 360 PGBT 195,000 3,350 2,338 F 6 / 12 12

22.50.1 SH 183 IH 20 Vickery Blvd. 42,900 1,750 2,375 D 4 / 6 4

SH 199

14.20.3 SH 199 FM 730 (N) (Parker County Line) Stewart Street 27,600 1,102 2,300 C+ 4 2

14.20.4 SH 199 Stewart Streetr Denver Trail 34,300 1,350 2,300 C+ 4 4

14.20.5 SH 199 Denver Trail Wells Burnett Road 33,600 866 2,300 C+ 6 4

SH 360

9.10.1 SH 360 SH 121 Stone Myers Parkway 80,400 2,952 2,600 F 4 / 6 6

9.10.2 SH 360 Stone Myers Parkway Mid Cities Blvd. 98,000 2,999 2,060 F 4 / 6 6

9.10.3 SH 360 Mid Cities Blvd. SH 183 112,200 2,251 2,163 F 6 / 10 10

9.20.1 SH 360 SH 183 Post N Paddock Road 153,600 3,766 2,300 F 4 / 10 10

9.20.2 SH 360 Post N Paddock Road Brown Blvd./Avenue K Parkway 161,300 3,229 2,000 F 6 / 8 10

9.20.3 SH 360 Brown Blvd./Avenue K Parkway IH 30 160,900 3,201 1,971 F 6 / 8 10

9.30.1 SH 360 IH 30 IH 20 165,300 3,229 2,129 F 4 / 8 10

9.40.1 SH 360 IH 20 Sublett Road 73,600 2,852 2,450 F 4 / 6 6

9.40.2 SH 360 Sublett Road Debbie Lane 26,100 1,301 2,475 C+ 4 / 6 4

9.40.3 SH 360 Debbie Lane Broad St 23,600 839 2,080 C+ 4 / 6 2

9.40.4 SH 360 Broad Street Heritage Parkway 3,800 270 2,033 C+ 2 / 4 2

SPUR 280/US 287

52.10.1 Spur 280/US 287 IH 30 IH 35W 88,400 1,915 2,257 E 6 / 8 6

52.10.2 Spur 280/US 287 IH 35W Grove Street 75,600 1,868 2,450 D 4 / 8 6

US 287

1.40.1 US 287 South of Ramhorn Hill Road (Wise County Line)

Avondale Haslet Road 35,100 1,398 2,300 C+ 4 4

1.40.2 US 287 Avondale Haslet Road IH 35W 46,000 1,848 2,350 D 4 / 6 4

1.50.1 US 287 IH 30 Rosedale Street 94,800 2,333 2,183 F 4 / 8 8

1.50.2 US 287 Rosedale Street Berry Street 109,400 2,766 2,300 F 6 / 8 8

1.50.3 US 287 Berry Street Village Creek 105,200 2,633 2,300 F 6 8

1.50.4 US 287 Village Creek IH 820 (US 287) 106,700 3,161 2,360 F 4 / 6 10

1.60.1 US 287 IH 20 Sublett Road 87,700 3,299 2,300 F 4 6

1.60.2 US 287 Sublett Road Russell Curry Road 79,100 3,049 2,300 F 4 6

*Some segments include auxiliary lanes and short lane drops.

Page 28: Measuring Performance in Mobility 2045 throughout the...30.10.4 IH 20 SH 171 US 180 103,200 1,942 2,143 E 6 / 8 6 30.10.5 IH 20 US 180 IH 30 153,000 3,057 2,400 F 6 / 10 12 30.20.1

G. Regional Performance

414 I Mobility 2045

ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

1.60.3 US 287 Russell Curry Road FM 157 70,400 2,749 2,450 F 4 / 6 6

1.60.4 US 287 FM 157 Walnut Creek Drive 59,300 2,301 2,300 E 4 4

1.60.5 US 287 Walnut Creek Drive Broad Street 66,200 2,599 2,300 F 4 6

1.60.6 US 287 Broad Street Lone Star Road 47,600 1,439 2,020 D 4 / 6 4

1.10.2 US 287 BU 81 (North of Alvord) BU 81 (South of Alvord) 27,200 850 2,300 C+ 4 2

US 67

38.60.2 US 67 BU 67/SS 102 SH 174 16,200 652 2,300 C+ 4 2

38.60.3 US 67 SH 174 BU 67 15,400 550 2,300 C+ 4 2

*Some segments include auxiliary lanes and short lane drops.

Page 29: Measuring Performance in Mobility 2045 throughout the...30.10.4 IH 20 SH 171 US 180 103,200 1,942 2,143 E 6 / 8 6 30.10.5 IH 20 US 180 IH 30 153,000 3,057 2,400 F 6 / 10 12 30.20.1

G. Regional Performance

Mobility 2045 I 415

2018 Level of Service Analysis

Paris District June 4, 2018

MTP ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

IH 30

28.100.1 IH 30 FM 2642 (Rockwall County Line) SH 34 86,400 1,899 2,300 E 6 6

28.100.2 IH 30 SH 34 Spur 302 70,700 1,434 2,367 C+ 6 / 8 4

28.100.3 IH 30 Spur 302 East of CR 3203 (Hopkins County Line) 68,900 1,267 2,300 C+ 6 4

*Some segments include auxiliary lanes and short lane drops.

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G. Regional Performance

416 I Mobility 2045

2045 Level of Service Analysis

Dallas District December 3, 2014

FT ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

COLLIN COUNTY LOOP

110.20.1 Collin County Loop (North)

Dallas North Tollway US 75 69,000 2,032 2,300 E 4 / 8 6

110.30.1 Collin County Loop (North)

US 75 SRT (SH 121) 45,800 1,365 2,167 C+ 4 / 6 4

DALLAS NORTH TOLLWAY

21.10.1 Dallas North Tollway FM 121 (Grayson County Line) FM 428 1,600 28 2,071 C+ 6 / 8 2

21.10.2 Dallas North Tollway FM 428 US 380 28,800 828 2,229 C+ 6 / 8 4

21.10.3 Dallas North Tollway US 380 Rockhill Road 46,000 1,667 2,300 D 6 6

21.10.4 Dallas North Tollway Rockhill Road SRT (SH 121) 123,000 2,674 2,388 F 6 / 10 10

21.20.1 Dallas North Tollway SH 121 Parker Road 198,900 3,724 2,263 F 6 / 10 14

21.20.2 Dallas North Tollway Parker Road PGBT 159,100 3,372 2,371 F 6 / 10 12

21.20.3 Dallas North Tollway PGBT Beltline Road 175,000 3,225 2,213 F 6 / 8 12

21.20.4 Dallas North Tollway Beltline Road Royal Lane 158,500 3,228 2,114 F 6 / 8 10

21.20.5 Dallas North Tollway Royal Lane Mockingbird Lane 140,500 3,601 2,300 F 6 10

21.20.6 Dallas North Tollway Mockingbird Lane IH 35E 119,700 3,267 2,300 F 6 10

DENTON COUNTY LOOP (NORTH)

110.10.1 Denton County Loop (North)

IH 35 Dallas North Tollway 69,300 1,657 2,071 D 4 / 8 6

IH 20

30.70.2 IH 20 Great Southwest Parkway (Tarrant County Line)

PGBT WE (SH 161) 272,800 3,640 2,140 F 8 / 12 18

30.80.1 IH 20 PGBT WE (SH 161) Robinson Road 235,800 3,950 2,300 F 8 14

30.80.2 IH 20 Robinson Road FM 1382 281,600 3,491 2,155 F 10 / 12 18

30.80.3 IH 20 FM 1382 Spur 408 274,500 3,861 2,420 F 10 / 12 16

30.80.4 IH 20 Spur 408 Cedar Ridge Drive 195,900 3,178 2,189 F 6 / 10 12

30.80.5 IH 20 Cedar Ridge Drive US 67 202,300 3,201 2,300 F 8 / 10 14

30.80.6 IH 20 US 67 Polk Street 192,700 3,045 2,078 F 8 / 10 12

30.80.7 IH 20 Polk Street IH 35E 192,900 3,156 2,200 F 8 / 12 16

30.80.8 IH 20 IH 35E SH 342 180,900 2,889 2,233 F 8 / 10 12

30.80.9 IH 20 SH 342 Bonnie View Road 194,600 3,066 2,300 F 8 / 10 14

*Some segments include auxiliary lanes and short lane drops.

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G. Regional Performance

Mobility 2045 I 417

FT ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

30.80.10 IH 20 Bonnie View Road IH 45 204,700 3,245 2,389 F 8 / 10 14

30.80.11 IH 20 IH 45 Haymarket Road 189,300 3,400 2,450 F 8 / 10 12

30.80.12 IH 20 Haymarket Road US 175 189,600 3,350 2,300 F 8 12

30.90.1 IH 20 US 175 IH 635 209,000 3,288 2,244 F 8 / 10 12

30.90.2 IH 20 IH 635 SH 190/Loop 9 (Kaufman County Line) 112,000 2,570 2,100 F 4 / 8 8

30.100.1 IH 20 SH 190/Loop 9 (Dallas County Line) FM 740 91,700 2,732 2,300 F 6 8

30.100.2 IH 20 FM 740 Spur 557 65,600 2,080 2,060 F 4 / 6 6

30.110.1 IH 20 Spur 557 Wilson Road 93,800 2,479 2,320 F 4 / 8 8

30.110.2 IH 20 Wilson Road East of FM 2965 (Van Zandt County Line)

104,000 3,151 2,300 F 4 6

IH 30

28.50.1 IH 30 PGBT WE (SH 161) Belt Line Road 223,000 3,020 2,190 F 8 / 10 14

28.50.2 IH 30 Belt Line Road Loop 12 225,100 3,288 2,244 F 8 / 10 12

28.50.3 IH 30 Loop 12 Cockrell Hill Avenue 211,600 3,134 1,967 F 8 / 10 16

28.50.4 IH 30 Cockrell Hill Avenue Sylvan Avenue 220,000 3,178 2,222 F 8 / 10 12

28.50.5 IH 30 Sylvan Avenue IH 35E (West) 213,100 2,941 2,210 F 6 / 12 14

28.50.6 IH 30 IH 35E (West) IH 35E (East) 120,300 3,399 2,300 F 4 / 6 10

28.60.1 IH 30 IH 35E (East) Cesar Chavez Blvd. 338,200 3,600 2,008 F 12 / 14 26

28.60.2 IH 30 Cesar Chavez Blvd. IH 45 262,300 3,955 2,367 F 8 / 12 18

28.60.3 IH 30 IH 45 Ferguson Road 310,900 3,727 2,273 F 10 / 12 18

28.70.1 IH 30 Ferguson Road US 80 297,800 3,545 2,255 F 10 / 12 16

28.70.2 IH 30 US 80 IH 635 184,000 3,456 2,386 F 6 / 10 12

28.80.1 IH 30 IH 635 Bobtown Road 280,800 3,520 2,310 F 8 / 12 16

28.80.2 IH 30 Bobtown Road Dalrock Road (Rockwall County Line) 250,800 4,023 2,189 F 8 / 10 16

28.90.1 IH 30 Dalrock Road (Dallas County Line) SH 205 200,200 3,312 2,167 F 8 / 10 14

28.90.2 IH 30 SH 205 FM 2642 (Hunt County Line) 114,900 2,286 2,086 F 6 / 8 8

IH 345

25.10.1 IH 345 US 75/Woodall Rodgers Freeway/ Spur 366

IH 30/IH 45 192,900 3,800 2,243 F 6 / 10 12

*Some segments include auxiliary lanes and short lane drops.

Page 32: Measuring Performance in Mobility 2045 throughout the...30.10.4 IH 20 SH 171 US 180 103,200 1,942 2,143 E 6 / 8 6 30.10.5 IH 20 US 180 IH 30 153,000 3,057 2,400 F 6 / 10 12 30.20.1

G. Regional Performance

418 I Mobility 2045

FT ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

IH 35

3.10.1 IH 35 Denton County Line (N) FM156 FM 156 134,700 2,867 2,417 F 6 / 8 8

3.20.1 IH 35 FM 156 Loop 288 (North of Denton) 134,700 2,600 2,071 F 6 / 8 8

3.20.2 IH 35 Loop 288 (North of Denton) US 380 150,200 2,601 2,375 F 6 / 10 10

3.20.3 IH 35 US 380 IH 35W/IH 35E 174,300 2,200 2,209 E 10 / 12 10

IH 35E

7.30.1 IH 35E PGBT IH 635 215,600 3,725 2,363 F 6 / 10 14

7.40.1 IH 35E IH 635 Loop 12 298,700 3,617 2,258 F 8 / 14 20

7.50.1 IH 35E Loop 12 Spur 482/Storey Lane 161,500 2,700 2,350 F 6 / 10 10

7.50.2 IH 35E Spur 482/Storey Lane SH 183 179,900 3,225 2,163 F 6 / 10 12

7.60.1 IH 35E SH 183 Inwood Blvd. 321,700 4,182 2,300 F 10 / 12 22

7.60.2 IH 35E Inwood Blvd. Medical District Drive 321,300 4,237 2,345 F 10 / 12 22

7.60.4 IH 35E Medical District Drive Market Center Blvd. 291,300 3,672 2,164 F 10 / 12 22

7.60.5 IH 35E Market Center Blvd. Oak Lawn Avenue 305,000 3,516 2,233 F 10 / 12 20

7.60.6 IH 35E Oak Lawn Avenue Woodall Rodgers Freeway/Spur 366 270,200 3,473 2,118 F 8 / 14 18

7.70.1 IH 35E Woodall Rodgers Freeway/Spur 366 IH 30 298,300 3,782 2,373 F 10 / 12 20

7.80.1 IH 35E IH 30 (West) IH 30 (East) 211,400 4,201 2,286 F 6 / 8 16

7.80.2 IH 35E IH 30 (East) Colorado Blvd. 217,800 3,575 2,300 F 6 / 10 14

7.80.3 IH 35E Colorado Blvd. 8th Street 289,400 3,800 2,390 F 10 / 12 16

7.80.4 IH 35E 8th Street Marsalis Avenue 314,000 3,855 2,245 F 10 / 12 22

7.80.5 IH 35E Marsalis Avenue US 67 309,500 3,636 2,264 F 10 / 12 18

7.90.1 IH 35E US 67 Laureland Drive 156,400 3,400 2,400 F 6 / 8 10

7.90.2 IH 35E Laureland Drive IH 20 166,500 2,899 2,113 F 6 / 10 12

7.100.1 IH 35E IH 20 Wintergreen Road 199,200 3,350 2,275 F 6 / 10 12

7.100.2 IH 35E Wintergreen Road Parkerville Road 174,600 3,286 2,200 F 6 / 8 10

7.100.3 IH 35E Parkerville Road Loop 9 (Ellis County Line) 174,100 3,228 2,043 F 6 / 8 10

7.10.1 IH 35E IH 35/IH 35W US 377 (South of Denton) 134,000 2,742 2,400 F 6 / 10 10

7.10.2 IH 35E US 377 (South of Denton) US 77 148,900 3,114 2,371 F 6 / 8 12

7.10.3 IH 35E US 77 Loop 288 170,000 2,800 2,322 F 8 / 10 14

7.10.4 IH 35E Loop 288 Corinth Parkway 161,400 2,600 2,189 F 8 / 10 10

7.10.5 IH 35E Corinth Parkway FM 407 179,200 3,150 2,325 F 8 / 10 12

7.10.6 IH 35E FM 407 SRT (SH 121) 198,500 3,022 2,267 F 6 / 12 14

*Some segments include auxiliary lanes and short lane drops.

Page 33: Measuring Performance in Mobility 2045 throughout the...30.10.4 IH 20 SH 171 US 180 103,200 1,942 2,143 E 6 / 8 6 30.10.5 IH 20 US 180 IH 30 153,000 3,057 2,400 F 6 / 10 12 30.20.1

G. Regional Performance

Mobility 2045 I 419

FT ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

7.20.1 IH 35E SRT (SH 121) PGBT 139,700 3,267 2,300 F 6 10

7.100.4 IH 35E Loop 9 (Dallas County Line) US 77 (North of Waxahachie) 141,500 3,200 2,300 F 6 10

7.100.5 IH 35E US 77 (North of Waxahachie) Bigham Road (US 77 South) 97,800 1,943 2,043 E 6 / 8 6

7.100.6 IH 35E Bigham Road (US 77 South) SH 34 74,900 1,568 2,300 D 6 6

7.100.7 IH 35E SH 34 South of FM566 (Hill County Line) 84,900 1,799 2,300 D 6 6

IH 35W

5.10.1 IH 35W IH 35W/IH 35E Loop 288 (South of Denton) 110,600 2,667 2,300 F 6 8

5.10.2 IH 35W Loop 288 (South of Denton) SH 114 137,300 2,944 2,171 F 6 / 8 10

5.20.1 IH 35W SH 114 Eagle Parkway 145,400 3,667 2,367 F 6 / 8 10

IH 45

27.10.1 IH 45 IH 30/IH 345 S.M. Wright Parkway 262,600 3,640 2,030 F 10 18

27.10.2 IH 45 Grand Avenue US 175 229,800 3,925 2,300 F 6 / 10 14

27.20.1 IH 45 US 175 IH 20 134,400 3,167 2,300 F 6 10

27.30.1 IH 45 IH 20 Pleasant Run Road 134,400 3,134 2,300 F 6 10

27.30.2 IH 45 Pleasant Run Road Loop 9 117,800 2,834 2,300 F 6 8

27.40.1 IH 45 Loop 9 South of Malloy Bridge Road (Ellis County Line)

114,100 2,834 2,300 F 6 8

27.40.2 IH 45 South of Malloy Bridge Road (Dallas County Line)

BU 45 102,300 2,500 2,300 F 6 8

27.40.3 IH 45 BU 45 SH 34 96,400 2,234 2,317 E 6 / 8 6

27.40.4 IH 45 SH 34 US 287 87,100 1,800 2,300 D 6 6

27.40.5 IH 45 US 287 South of FM 1182 (Navarro County Line)

116,300 2,366 2,300 F 6 8

IH 635 (EAST)

130.30.4 IH 635 (East) Hillcrest Road US 75 276,800 3,801 2,190 F 8 / 12 18

131.10.1 IH 635 (East) US 75 Royal Lane/Miller Road 272,200 3,840 2,300 F 8 / 12 18

131.10.2 IH 635 (East) Royal Lane/Miller Road SH 78 280,400 3,637 2,182 F 10 / 12 18

131.10.3 IH 635 (East) SH 78 IH 30 280,000 3,879 2,270 F 8 / 12 18

131.20.1 IH 635 (East) IH 30 US 80 268,600 3,719 2,350 F 8 / 12 16

131.20.2 IH 635 (East) US 80 IH 20 187,600 3,175 2,200 F 6 / 8 12

*Some segments include auxiliary lanes and short lane drops.

Page 34: Measuring Performance in Mobility 2045 throughout the...30.10.4 IH 20 SH 171 US 180 103,200 1,942 2,143 E 6 / 8 6 30.10.5 IH 20 US 180 IH 30 153,000 3,057 2,400 F 6 / 10 12 30.20.1

G. Regional Performance

420 I Mobility 2045

FT ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

IH 635 (NORTH)

130.10.1 IH 635 (North) SH 121 Royal Lane 161,300 2,164 2,245 E 10 / 12 12

130.10.2 IH 635 (North) Royal Lane Belt Line Road 127,900 2,685 2,257 F 6 / 10 8

130.10.3 IH 635 (North) Belt Line Road PGBT 127,200 2,999 2,333 F 6 / 8 8

130.20.1 IH 635 (North) PGBT Luna Road 208,400 3,222 2,389 F 6 / 12 14

130.20.2 IH 635 (North) Luna Road IH 35E 224,700 2,980 2,420 F 10 / 12 14

130.30.1 IH 635 (North) IH 35E Webb Chapel Road 224,100 3,356 2,133 F 6 / 12 14

130.30.2 IH 635 (North) Webb Chapel Road Midway Road 249,400 3,733 2,167 F 8 / 10 14

130.30.3 IH 635 (North) Midway Road Hillcrest Road 291,800 4,020 2,190 F 8 / 12 20

LOOP 12

17.10.1 Loop 12 IH 35E SH 183 196,500 3,772 2,414 F 6 / 8 14

17.20.1 Loop 12 SH 183 SH 356 228,500 3,975 2,263 F 6 / 10 16

17.20.2 Loop 12 SH 356 IH 30 237,600 4,175 2,300 F 6 / 10 16

17.30.1 Loop 12 IH 30 Spur 408 232,200 3,850 2,313 F 6 / 10 14

PRESIDENT GEORGE BUSH TURNPIKE (EAST)

121.10.1 PGBT (East) US 75 SH 78 130,300 2,844 2,078 F 8 / 10 12

121.10.3 PGBT (East) SH 78 IH 30 82,200 2,324 2,338 E 8 / 10 8

PRESIDENT GEORGE BUSH TURNPIKE (NORTH)

120.20.1 PGBT (North) Dallas North Tollway US 75 148,900 2,912 2,144 F 8 / 10 12

120.10.1 PGBT (North) IH 35E Trinity Mills Blvd. 133,500 2,534 2,233 F 8 / 10 12

120.15.1 PGBT (North) Trinity Mills Blvd. Dallas North Tollway 136,700 2,556 1,978 F 8 / 10 12

PRESIDENT GEORGE BUSH TURNPIKE (WEST)

123.10.1 PGBT (West) Belt Line Road (Irving) IH 635 193,500 3,178 2,122 F 6 / 10 12

123.20.1 PGBT (West) IH 635 Belt Line Road (Carrollton) 124,200 2,599 2,338 F 6 / 10 10

123.20.2 PGBT (West) Belt Line Road (Carrollton) IH 35E 82,600 2,000 2,413 E 6 / 10 8

SH 114

12.50.1 SH 114 SH 121 SH 161 171,000 2,620 2,250 F 8 / 12 12

12.50.2 SH 114 SH 161 Northwest Highway (Spur 348) 164,700 2,460 2,300 F 8 / 12 12

12.50.3 SH 114 Northwest Highway (Spur 348) Rochelle Blvd. 158,500 2,711 2,167 F 8 / 10 12

12.50.4 SH 114 Rochelle Blvd. Loop 12 167,000 2,799 2,278 F 8 / 10 10

12.50.5 SH 114 Loop 12 SH 183 120,600 2,833 2,300 F 6 8

12.20.3 SH 114 FM 156 IH 35W 70,300 1,733 2,183 D 4 / 8 6

*Some segments include auxiliary lanes and short lane drops.

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G. Regional Performance

Mobility 2045 I 421

FT ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

12.20.4 SH 114 IH 35W BU 114K 83,300 1,857 2,300 E 6 / 8 8

12.20.5 SH 114 BU 114K Al Slaughter Parkway 90,900 2,001 2,171 E 6 / 8 8

12.30.1 SH 114 Al Slaughter Parkway East of US 377 86,100 2,201 2,300 E 6 6

12.30.2 SH 114 East of US 377 Trophy Lake Drive 115,400 2,766 2,300 F 6 8

12.30.3 SH 114 Trophy Lake Drive Kirkwood Blvd. 194,500 3,177 2,167 F 8 / 10 12

SH 121

11.30.1 SH 121 US 75 Hillcrest Road 100,500 2,126 2,388 E 4 / 10 8

11.30.2 SH 121 Hillcrest Road SH 289 142,000 2,924 2,300 F 8 12

11.30.3 SH 121 SH 289 Dallas North Tollway 148,600 2,690 2,256 F 8 / 10 12

11.50.1 SH 121 BU 121 (Denton County Line) Stars and Stripes Way (Tarrant County Line)

227,400 3,339 2,380 F 10 / 12 16

11.40.1 SH 121 Dallas North Tollway BU 121 (W) 176,800 2,911 2,267 F 8 / 12 14

SH 161

15.10.1 SH 161 PGBT/Belt Line Road (Irving) SH 183 217,000 3,400 2,178 F 8 / 12 14

15.20.1 SH 161 SH 183 IH 30 193,500 3,651 2,313 F 8 / 10 14

15.30.1 SH 161 IH 30 IH 20 121,400 2,378 2,233 F 8 / 10 10

SH 170

10.30.1 SH 170 Roanoke Road SH 114 96,300 3,350 2,425 F 4 / 6 6

SH 183

22.30.1 SH 183 PGBT WE (SH 161) Loop 12 188,600 2,845 2,267 F 6 / 12 12

22.40.1 SH 183 Loop 12 SH 114 108,700 2,085 2,071 F 6 / 8 8

22.40.2 SH 183 SH 114 Empire Central 200,500 2,509 2,264 F 10 / 12 14

22.40.3 SH 183 Empire Central IH 35E 173,100 4,067 2,300 F 6 12

SH 190

39.10.1 SH 190 IH 30/PGBT IH 20 45,000 1,802 2,217 E 4 / 6 6

SH 360

9.40.5 SH 360 Heritage Parkway US 287 27,100 999 2,086 C+ 6 / 8 4

9.50.1 SH 360 US 287 US 67 5,900 173 2,157 C+ 6 / 8 2

SPUR 366

44.10.1 Spur 366 US 75 IH 35E 182,900 3,200 2,200 F 6 / 10 12

44.10.2 Spur 366 IH 35E Beckley Avenue 68,000 2,160 2,480 E 4 / 6 6

SPUR 408

19.10.1 Spur 408 Loop 12 IH 20 159,900 3,667 2,333 F 4 / 8 10

*Some segments include auxiliary lanes and short lane drops.

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G. Regional Performance

422 I Mobility 2045

FT ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

SPUR 482

42.10.1 Spur 482 SH 183 West of IH 35E 52,700 1,901 2,600 D 4 / 6 4

SPUR 557

34.10.1 Spur 557 US 80 IH 20 60,500 1,949 2,300 E 4 4

TRINITY PARKWAY

26.20.1 Trinity Parkway IH 45/US 175 SH 310 130,500 4,549 2,300 F 4 8

US 175

36.10.1 US 175 SH 310 Lake June Road 172,100 3,100 2,238 F 6 / 8 12

36.10.2 US 175 Lake June Road IH 20 139,300 2,743 2,043 F 4 / 8 10

36.20.1 US 175 IH 20 Belt Line Road 131,200 3,099 2,117 F 4 / 8 10

36.20.2 US 175 Belt Line Road Loop 9 (Kaufman County Line) 101,900 3,450 2,350 F 4 / 6 6

36.30.1 US 175 Loop 9 (Dallas County Line) FM 148 93,600 3,450 2,300 F 4 6

36.30.2 US 175 FM 148 CR 4106 67,800 2,548 2,300 F 4 6

36.30.3 US 175 CR 4106 FM 1390 68,700 2,502 2,300 F 4 6

36.30.4 US 175 FM 1390 SH 34 61,500 2,199 2,300 E 4 4

US 287

1.100.1 US 287 Old Fort Worth Road/US 67 Midlothian Parkway 59,200 2,148 2,475 E 4 / 6 4

1.100.3 US 287 BU 287 (West of Waxahachie) IH 35E 51,500 1,850 2,300 E 4 4

1.110.1 US 287 IH 35E FM 878/Wyatt Street 59,200 2,099 2,425 E 4 / 6 4

1.110.5 US 287 BU 287 (West of Ennis)/ Ennis Avenue SH 34 31,600 1,000 2,300 C+ 4 2

1.110.6 US 287 SH 34 IH 45 38,300 1,200 2,300 C+ 4 4

US 67

38.10.1 US 67 IH 35E IH 20 179,900 3,025 2,113 F 6 / 10 12

38.20.1 US 67 IH 20 Belt Line Road 149,800 2,886 2,243 F 6 / 10 8

38.20.3 US 67 Belt Line Road Lake Ridge Parkway (Ellis County Line) 109,200 3,001 2,040 F 4 / 6 6

38.20.4 US 67 Lake Ridge Parkway (Dallas County Line)

Loop 9 100,500 3,501 2,300 F 4 8

38.30.1 US 67 Loop 9 US 287 93,000 3,249 2,350 F 4 / 6 6

38.40.1 US 67 US 287 Ward Road 64,600 1,879 1,900 E 4 / 6 4

*Some segments include auxiliary lanes and short lane drops.

Page 37: Measuring Performance in Mobility 2045 throughout the...30.10.4 IH 20 SH 171 US 180 103,200 1,942 2,143 E 6 / 8 6 30.10.5 IH 20 US 180 IH 30 153,000 3,057 2,400 F 6 / 10 12 30.20.1

G. Regional Performance

Mobility 2045 I 423

FT ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

US 75

23.10.1 US 75 CR 375 (Grayson County Line) Melissa Road 105,700 2,332 2,300 F 6 8

23.20.1 US 75 Melissa Road SRT (SH 121) (N) 131,300 2,515 2,300 F 6 / 8 10

23.30.1 US 75 SRT (SH 121) (N) US 380 174,200 2,711 2,156 F 8 / 10 12

23.30.2 US 75 US 380 SRT (SH 121) (S) 212,900 3,334 2,211 F 8 / 10 16

23.40.1 US 75 SRT (SH 121) (S) Exchange Parkway 191,800 2,640 2,130 F 6 / 12 14

23.40.2 US 75 Exchange Parkway Bethany Drive 244,700 3,110 2,118 F 10 / 12 16

23.40.3 US 75 Bethany Drive Spring Creek Parkway 267,100 3,799 2,370 F 10 / 12 18

23.40.4 US 75 Spring Creek Parkway 15th Street 293,000 4,159 2,300 F 10 / 12 20

23.40.5 US 75 15th Street PGBT/SH 190 315,900 4,055 2,136 F 10 / 12 24

23.50.1 US 75 PGBT IH 635 307,900 3,818 2,182 F 6 / 14 18

23.60.1 US 75 IH 635 Loop 12 241,400 3,710 2,078 F 6 / 10 16

23.60.2 US 75 Loop 12 Woodall Rodgers Freeway/Spur 366 255,800 3,955 2,133 F 8 / 10 16

US 80

32.10.1 US 80 IH 30 IH 635 146,900 2,829 2,143 F 6 / 8 8

32.10.2 US 80 IH 635 Belt Line Road 151,800 3,000 2,229 F 6 / 10 12

32.10.3 US 80 Belt Line Road FM 460 169,200 4,034 2,300 F 6 12

32.10.4 US 80 FM 460 FM 548 135,200 3,132 2,300 F 6 10

32.10.5 US 80 FM 548 Spur 557 98,700 2,334 2,300 F 6 8

*Some segments include auxiliary lanes and short lane drops.

Page 38: Measuring Performance in Mobility 2045 throughout the...30.10.4 IH 20 SH 171 US 180 103,200 1,942 2,143 E 6 / 8 6 30.10.5 IH 20 US 180 IH 30 153,000 3,057 2,400 F 6 / 10 12 30.20.1

G. Regional Performance

424 I Mobility 2045

2045 Level of Service Analysis

Fort Worth District December 3, 2018

FT ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

CHISHOLM TRAIL PARKWAY

31.20.3 Chisholm Trail Parkway FM 1187 US 67 31,200 1,601 2,300 D 4 4

31.10.1 Chisholm Trail Parkway IH 30 IH 20 66,200 2,101 2,333 E 6 / 8 6

31.20.1 Chisholm Trail Parkway IH 20 Altamesa Blvd./Dirks Road 69,300 1,971 2,214 E 6 / 8 6

31.20.2 Chisholm Trail Parkway Altamesa Blvd./Dirks Road FM 1187 49,500 2,448 2,300 F 4 6

FM 2499

54.10.1 FM 2499 SH 121 Grapevine Mills Road 58,200 2,001 2,300 E 4 4

IH 20

30.10.1 IH 20 East of Gilbert Pit Road (Palo Pinto County Line)

Spur 312 74,000 1,901 2,425 D 4 / 6 4

30.10.2 IH 20 Spur 312 Ric Williamson Memorial Highway 59,300 1,033 2,300 C+ 6 4

30.10.3 IH 20 Ric Williamson Memorial Highway SH 171 92,300 1,600 2,129 D 6 / 8 6

30.10.4 IH 20 SH 171 US 180 103,200 1,942 2,143 E 6 / 8 6

30.10.5 IH 20 US 180 IH 30 153,000 3,057 2,400 F 6 / 10 12

30.20.1 IH 20 IH 30 East of IH 30 (Tarrant County Line) 71,100 2,652 2,475 F 4 / 6 6

30.20.2 IH 20 East of IH 30 (Parker County Line) IH 820 83,300 3,199 2,400 F 4 / 6 6

30.30.1 IH 20 IH 820 SH 183 160,800 3,175 2,338 F 6 / 10 12

30.30.2 IH 20 SH 183 IH 35W 206,600 3,355 2,222 F 8 / 12 16

30.40.1 IH 20 IH 35W Forest Hill Drive 229,900 3,200 2,120 F 8 / 12 16

30.40.2 IH 20 Forest Hill Drive IH 820 298,100 3,550 2,367 F 12 / 14 18

30.50.1 IH 20 IH 820 US 287 203,100 3,119 2,370 F 8 / 12 14

30.60.1 IH 20 US 287 Park Springs Blvd. 243,300 3,219 2,291 F 8 / 14 18

30.60.2 IH 20 Park Springs Blvd. Matlock Road 255,000 3,599 2,380 F 10 / 12 16

30.60.3 IH 20 Matlock Road SH 360 279,500 3,563 2,282 F 10 / 12 20

30.70.1 IH 20 SH 360 Great Southwest Parkway (Dallas County Line)

257,200 3,460 2,160 F 8 / 12 18

*Some segments include auxiliary lanes and short lane drops.

Page 39: Measuring Performance in Mobility 2045 throughout the...30.10.4 IH 20 SH 171 US 180 103,200 1,942 2,143 E 6 / 8 6 30.10.5 IH 20 US 180 IH 30 153,000 3,057 2,400 F 6 / 10 12 30.20.1

G. Regional Performance

Mobility 2045 I 425

FT ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

IH 30

28.10.1 IH 30 IH 20 East of IH 20 (Tarrant County Line) 104,300 2,434 2,300 F 6 8

28.10.2 IH 30 East of IH20 (Parker County Line) Spur 580/Camp Bowie West Blvd. 129,200 3,133 2,300 F 6 10

28.10.3 IH 30 Spur 580/Camp Bowie West Blvd. IH 820 129,000 2,799 2,271 F 6 / 10 8

28.20.1 IH 30 IH 820 Camp Bowie Blvd. 161,800 3,051 2,313 F 8 / 10 12

28.20.2 IH 30 Camp Bowie Blvd. Chisholm Trail Parkway 193,000 3,088 2,156 F 6 / 12 12

28.20.3 IH 30 Chisholm Trail Parkway Henderson Street 186,200 3,089 2,300 F 8 / 10 14

28.20.4 IH 30 Henderson Street IH 35W 199,000 3,725 2,138 F 6 / 10 14

28.30.1 IH 30 IH 35W US 287 109,800 2,934 2,300 F 6 8

28.30.2 IH 30 US 287 Oakland Blvd. 165,800 3,275 2,225 F 6 / 8 12

28.30.3 IH 30 Oakland Blvd. IH 820 146,700 3,200 2,443 F 6 / 8 12

28.40.1 IH 30 IH 820 Cooks Lane 173,500 3,175 2,163 F 6 / 10 12

28.40.2 IH 30 Cooks Lane Cooper Street 241,700 3,400 2,350 F 10 / 12 16

28.40.3 IH 30 Cooper Street Duncan Perry Road 220,000 3,100 2,220 F 8 / 16 14

28.40.4 IH 30 Duncan Perry Road PGBT WE (SH 161) 232,600 3,445 2,200 F 6 / 14 14

IH 35W

5.90.1 IH 35W SH 174 (Tarrant County Line) Hidden Creek Parkway 129,500 3,200 2,300 F 6 10

5.90.2 IH 35W Hidden Creek Parkway FM 917 106,100 2,600 2,300 F 6 8

5.100.1 IH 35W FM 917 US 67 100,100 2,500 2,300 F 6 8

5.100.2 IH 35W US 67 FM 2258 71,200 2,501 2,300 F 4 6

5.100.3 IH 35W FM 2258 South of CR 102 (Hill County Line) 73,800 2,399 2,300 F 4 6

5.20.2 IH 35W Eagle Parkway US 81/287 166,500 3,514 2,171 F 6 / 8 10

5.40.1 IH 35W US 81/287 Basswood Blvd. 222,600 3,975 2,213 F 6 / 10 16

5.40.2 IH 35W Basswood Blvd. IH 820 249,100 4,500 2,450 F 6 / 10 16

5.50.1 IH 35W IH 820 SH 183 225,700 4,200 2,338 F 6 / 10 16

5.50.2 IH 35W SH 183 SH 121 233,400 3,320 2,140 F 8 / 12 16

5.60.1 IH 35W SH 121 IH 30 201,400 3,039 2,210 F 8 / 12 14

5.70.1 IH 35W IH 30 Berry Street 236,300 3,756 2,111 F 8 / 12 16

5.70.2 IH 35W Berry Street IH 20 222,000 3,467 2,167 F 8 / 10 14

5.80.1 IH 35W IH 20 FM 1187 237,700 3,146 2,136 F 8 / 12 16

5.80.2 IH 35W FM 1187 SH 174 (Tarrant County Line) 203,500 3,333 2,211 F 8 / 10 16

*Some segments include auxiliary lanes and short lane drops.

Page 40: Measuring Performance in Mobility 2045 throughout the...30.10.4 IH 20 SH 171 US 180 103,200 1,942 2,143 E 6 / 8 6 30.10.5 IH 20 US 180 IH 30 153,000 3,057 2,400 F 6 / 10 12 30.20.1

G. Regional Performance

426 I Mobility 2045

FT ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

IH 820 (EAST)

151.10.1 IH 820 (East) SH 121/SH 183/IH 820 Interchange Trinity Blvd. 237,900 3,680 2,330 F 8 / 14 16

151.20.1 IH 820 (East) Trinity Blvd. Randol Mill Road 262,100 4,079 2,300 F 10 18

151.20.2 IH 820 (East) Randol Mill Road IH 30 220,000 4,075 2,225 F 6 / 10 16

151.30.1 IH 820 (East) IH 30 Meadowbrook Drive 189,700 3,501 2,200 F 6 / 12 14

151.30.2 IH 820 (East) Meadowbrook Drive US 287 193,100 3,201 2,267 F 8 / 12 16

151.40.1 IH 820 (East) US 287 IH 20 301,500 3,186 2,300 F 14 20

IH 820 (NORTH)

150.10.1 IH 820 (North) SH 199 BU 287 154,300 3,313 2,371 F 6 / 10 12

150.10.2 IH 820 (North) BU 287 IH 35W 174,200 3,126 2,325 F 6 / 12 12

150.20.1 IH 820 (North) IH 35W US 377 149,100 2,474 2,138 F 6 / 10 10

150.20.2 IH 820 (North) US 377 SH 121/SH 183 Interchange 184,700 3,428 2,243 F 6 / 10 14

IH 820 (WEST)

153.10.1 IH 820 (West) IH 20 Camp Bowie Blvd. 95,200 2,635 2,350 F 6 / 8 8

153.10.2 IH 820 (West) Camp Bowie Blvd. IH 30 96,100 2,256 2,200 F 6 / 8 10

153.20.1 IH 820 (West) IH 30 Las Vegas Trail 152,900 3,343 2,186 F 6 / 8 10

153.20.2 IH 820 (West) Las Vegas Trail SH 199 174,100 3,068 2,311 F 8 / 12 14

INTERNATIONAL PARKWAY

13.10.1 International Parkway SH 114/SH 121 (North of DFW Airport) SH 183 (South of DFW Airport) 105,300 2,343 2,457 E 6 / 12 8

SH 114

12.30.4 SH 114 Kirkwood Blvd. Kimball Avenue 171,100 2,778 2,144 F 8 / 10 12

12.30.5 SH 114 Kimball Avenue SH 121 157,900 2,750 2,350 F 4 / 12 10

12.40.1 SH 114 SH 121 (W) SH 121 (E) 356,300 3,471 2,229 F 12 / 16 22

SH 121

11.50.2 SH 121 Stars and Stripes Way (Dallas County Line)

FM 2499 211,600 3,160 2,420 F 8 / 12 14

11.50.3 SH 121 FM 2499 IH 635 200,100 3,222 2,300 F 8 / 10 16

11.60.1 SH 121 IH 635 SH 114 214,500 3,021 2,170 F 6 / 14 14

11.70.1 SH 121 SH 114 SH 360 184,700 3,350 2,138 F 6 / 10 14

11.80.1 SH 121 SH 360 Hall-Johnson Road 169,800 4,233 2,333 F 6 / 8 12

11.80.2 SH 121 Hall-Johnson Road Mid Cities Blvd. 172,300 2,956 2,067 F 8 / 10 12

11.80.3 SH 121 Mid Cities Blvd. SH 183 131,400 2,624 2,225 F 4 / 10 10

11.90.1 SH 121 SH 183 IH 820 233,400 4,074 2,250 F 6 / 10 16

*Some segments include auxiliary lanes and short lane drops.

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G. Regional Performance

Mobility 2045 I 427

FT ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

11.100.1 SH 121 IH 820 Handley-Ederville Road 134,000 2,771 2,157 F 6 / 8 8

11.100.2 SH 121 Handley-Ederville Road Beach Street 168,600 3,966 2,333 F 6 / 8 12

11.100.3 SH 121 Beach Street IH 35W 159,600 2,949 2,150 F 6 / 10 12

SH 170

10.20.1 SH 170 IH 35W Roanoke Road 94,700 2,639 2,100 F 4 / 6 6

SH 183

22.10.1 SH 183 SH 121 SH 360 198,600 2,933 2,178 F 6 / 10 12

22.20.1 SH 183 SH 360 President George Bush Turnpike 221,200 3,288 2,233 F 6 / 12 12

22.50.1 SH 183 IH 20 Vickery Blvd. 53,300 2,151 2,375 E 4 / 6 4

SH 199

14.20.3 SH 199 FM 730 (N) (Parker County Line) Stewart Street 34,800 1,351 2,300 C+ 4 4

14.20.4 SH 199 Stewart Street Denver Trail 70,000 1,600 2,186 D 6 / 8 6

14.20.5 SH 199 Denver Trail Wells Burnett Road 72,000 1,685 2,300 D 6 / 8 6

14.20.6 SH 199 Wells Burnett Road FM 1886 78,200 2,133 2,383 E 6 / 8 6

14.20.7 SH 199 FM 1886 IH 820 98,200 2,532 2,333 F 4 / 8 8

SH 360

9.10.1 SH 360 SH 121 Stone Myers Parkway 84,000 2,480 2,140 F 4 / 6 6

9.10.2 SH 360 Stone Myers Parkway Mid Cities Blvd. 127,800 3,333 2,433 F 6 / 8 10

9.10.3 SH 360 Mid Cities Blvd. SH 183 142,100 2,799 2,163 F 6 / 10 12

9.20.1 SH 360 SH 183 Post N Paddock Road 177,100 4,367 2,300 F 4 / 10 12

9.20.2 SH 360 Post N Paddock Road Brown Blvd./Avenue K Parkway 189,600 3,829 2,000 F 6 / 8 12

9.20.3 SH 360 Brown Blvd./Avenue K Parkway IH 30 162,200 3,667 2,400 F 6 / 8 10

9.30.1 SH 360 IH 30 IH 20 244,500 3,645 2,322 F 8 / 12 16

9.40.1 SH 360 IH 20 Sublett Road 153,200 3,633 2,333 F 6 / 8 10

9.40.2 SH 360 Sublett Road Debbie Lane 113,300 2,624 2,263 F 6 / 10 10

9.40.3 SH 360 Debbie Lane Broad Street 89,700 2,315 2,229 F 6 / 8 8

9.40.4 SH 360 Broad Street Heritage Parkway 33,300 1,465 2,300 C+ 6 4

SH 360/SH 161 CONNECTOR

41.10.1 SH 360/SH 161 Connector

PGBT WE (SH 161) SH 360/Sublett Road 23,700 2,204 2,300 E 4 4

SPUR 280/US 287

52.10.1 Spur 280/US 287 IH 30 IH 35W 96,600 2,332 2,250 F 4 / 8 8

52.10.2 Spur 280/US 287 IH 35W Grove Street 81,800 1,901 2,450 D 4 / 8 6

*Some segments include auxiliary lanes and short lane drops.

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G. Regional Performance

428 I Mobility 2045

FT ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

US 287

1.70.1 US 287 Lone Star Road East of Lone Star Road (Ellis County Line)

87,100 2,199 2,300 E 6 6

1.80.1 US 287 East of Lone Star Road (Johnson County line)

FM 661 64,600 1,633 2,333 D 6 / 8 6

1.40.1 US 287 South of Ramhorn Hill Road (Wise County Line)

Avondale Haslet Road 66,200 2,750 2,300 F 4 6

1.40.2 US 287 Avondale Haslet Road IH 35W 92,600 2,401 2,367 F 6 / 8 8

1.50.1 US 287 IH 30 Rosedale Street 117,200 2,834 2,183 F 4 / 8 8

1.50.2 US 287 Rosedale Street Berry Street 137,900 3,366 2,300 F 6 / 8 10

1.50.3 US 287 Berry Street Village Creek 131,300 2,715 2,300 F 6 / 8 10

1.50.4 US 287 Village Creek IH 820 (US 287) 131,600 2,715 2,171 F 6 / 8 8

1.60.1 US 287 IH 20 Sublett Road 125,300 3,433 2,250 F 4 / 8 10

1.60.2 US 287 Sublett Road Russell Curry Road 138,200 3,835 2,433 F 6 / 8 10

1.60.3 US 287 Russell Curry Road FM 157 123,800 3,434 2,383 F 6 / 8 10

1.60.4 US 287 FM 157 Walnut Creek Drive 106,000 2,429 2,086 F 6 / 8 8

1.60.5 US 287 Walnut Creek Drive Broad Street 124,500 3,266 2,300 F 6 10

1.60.6 US 287 Broad Street Lone Star Road 91,000 2,029 2,086 E 6 / 8 6

1.10.2 US 287 BU 81 (North of Alvord) BU 81 (South of Alvord) 45,800 1,399 2,300 C+ 4 4

1.30.1 US 287 North of Pioneer Road Ramhorn Hill Road (North of Avondale)

56,000 2,250 2,300 E 4 4

1.30.2 US 287 Ramhorn Hill Road (North of Avondale)

South of Ramhorn Hill Road (Tarrant County Line)

66,600 2,752 2,300 F 4 6

U2 67

38.60.2 US 67 BU 67/SS 102 SH 174 27,900 1,148 2,300 C+ 4 2

38.60.3 US 67 SH 174 BU 67 28,800 1,049 2,300 C+ 4 2

*Some segments include auxiliary lanes and short lane drops.

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G. Regional Performance

Mobility 2045 I 429

2045 Level of Service Analysis

Paris District December 3, 2018

MTP ID Facility From To Avg. Daily

Vol. Avg. Peak Vol./Lane

Avg. Peak Cap./Lane

Peak-Hour LOS

Lanes* Lanes

Warranted

IH 30

28.100.1 IH 30 FM 2642 (Rockwall County Line) SH 34 86,400 1,899 2,300 E 6 6

28.100.2 IH 30 SH 34 Spur 302 70,700 1,434 2,367 C+ 6 / 8 4

28.100.3 IH 30 Spur 302 East of CR 3203 (Hopkins County Line) 68,900 1,267 2,300 C+ 6 4

*Some segments include auxiliary lanes and short lane drops.

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