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Publication Number: FHWA-RD-03-094
Date: March 2005

Estimating Cumulative Traffic Loads, Volume II:
Traffic Data Assessment and Axle Load Projection for The Sites With Acceptable Axle Weight Data, Final Report for Phase 2

APPENDIX A. SUMMARY OF RESULTS

Table 21. Summary of traffic projection results, continued.

Agency SHRP ID Traffic ID GPS/ SPS Exp. No. Highway Functional Class Projections Pav. Type Last Pr. Year Traffic Characteristics
Cat. Code Status Traffic Volume Annual Growth Rate (%) ESALs

OK

4163

404163

G

2

2

2

Q

I

F

1998

270

0.00

60,260

OK

4164

404164

G

6B

6

2

Q

I

F

1998

240

2.73

77,340

OK

4165

404165

G

2

2

3

N

I

F

1998

230

4.00

OK

4166

404166

G

5

2

2

A

I

R

1998

1,630

7.51

622,320

OK

5021

405021

G

5

2

2

A

I

R

1998

680

2.86

232,140

OK

6010

406010

G

6A

7

2

A

I

F

1998

300

2.38

111,590

OK

7024

407024

G

7A

1

2

A

I

R

1998

2,020

5.58

815,130

OR

2002

412002

G

6S

2

2

Q

R

F

1998

680

5.98

191,350

OR

5005

415005

G

5

1

3

A

R

R

1998

3,830

4.72

2,509,200

OR

5006

415006

G

5

1

2

Q

R

R

1998

1,950

7.28

1,451,930

OR

5008

415008

G

5

1

2

A

R

R

1998

1,720

6.36

1,101,920

OR

5021

415021

G

5

1

2

A

R

R

1998

3,370

4.00

1,854,410

OR

5022

415022

G

5

1

2

A

R

R

1998

3,280

3.66

2,090,380

OR

6011

416011

G

6S

1

2

A

R

F

1998

3,630

5.00

1,619,800

OR

6012

416012

G

6A

1

4

N

R

1991

1,130

4.49

OR

7018

417018

G

7S

1

2

A

R

R

1998

4,040

3.57

2,550,930

OR

7019

417019

G

7A

2

2

Q

R

R

1998

950

2.66

187,620

OR

7025

417025

G

7A

1

2

A

R

R

1997

2,600

6.00

1,687,410

OR

7081

417081

G

5

1

2

Q

R

R

1998

1,400

10.14

1,003,580

PA

0600

420600

S

6

1

2

Q

R

R

1998

2,810

2.00

2,324,180

PA

1597

421597

G

1

6

2

Q

R

F

1998

100

0.31

19,030

PA

1598

421598

G

5

1

2

A

R

R

1998

4,020

–11.35

1,597,610

PA

1599

421599

G

1

7

2

A

R

F

1998

250

0.00

92,880

PA

1605

421605

G

1

6

2

A

R

F

1998

1,100

2.95

358,190

PA

1606

421606

G

4

2

2

A

R

R

1998

540

3.60

240,870

PA

1608

421608

G

6A

7

2

Q

R

F

1998

50

5.29

5,900

PA

1610

421610

G

7A

1

2

A

R

R

1998

2,120

5.01

710,520

PA

1613

421613

G

7B

11

2

A

R

R

1998

2,580

2.00

997,750

PA

1614

421614

G

7B

2

2

A

R

R

1998

970

3.98

384,890

PA

1617

421617

G

7B

11

4

N

R

1998

3,730

2.00

PA

1618

421618

G

6B

7

2

Q

R

F

1998

80

3.97

26,220

PA

1623

421623

G

3

1

2

Q

R

R

1998

1,060

1.62

511,360

PA

1627

421627

G

9

1

2

A

R

R

1998

3,640

2.12

2,647,030

PA

1690

421690

G

4

1

2

Q

R

R

1998

980

1.60

463,640

PA

1691

421691

G

7B

2

2

A

R

R

1998

450

8.00

143,190

Table 21. Summary of traffic projection results, continued.

Agency SHRP ID Traffic ID GPS/ SPS Exp. No. Highway Functional Class Projections Pav. Type Last Pr. Year Traffic Characteristics
Cat. Code Status Traffic Volume Annual Growth Rate (%) ESALs
PA

3044

423044

G

3

1

2

A

R

R

1998

3,460

5.39

1,886,830

PA

5020

425020

G

5

11

2

Q

R

R

1998

3,510

9.85

1,219,130

PA

7025

427025

G

7A

2

2

Q

R

R

1998

500

0.00

194,780

PA

7037

427037

G

7S

1

2

A

R

R

1998

3,000

2.91

1,644,700

PA

9027

429027

G

9

1

2

Q

R

R

1998

3,480

6.16

2,092,660

RI

7401

447401

G

7A

2

2

Q

R

R

1998

870

5.19

1,535,220

SC

1008

451008

G

1

6

2

Q

I

F

1998

70

1.00

12,850

SC

1011

451011

G

1

14

2

Q

I

F

1998

1,400

2.82

335,990

SC

1024

451024

G

1

17

3

N

I

F

1998

20

0.00

SC

1025

451025

G

6B

2

3

N

I

F

1998

150

7.91

SC

3012

453012

G

3

1

2

Q

I

R

1998

2,010

3.84

934,880

SC

5017

455017

G

5

1

2

Q

I

R

1998

1,470

6.96

637,890

SC

5034

455034

G

5

1

2

Q

I

R

1998

1,750

9.00

1,056,970

SC

5035

455035

G

5

1

2

Q

I

R

1998

1,840

9.00

879,660

SC

7019

457019

G

7A

2

2

Q

I

R

1998

450

4.33

64,760

SD

0600

460600

S

6

2

2

A

I

R

1998

280

5.00

104,690

SD

0800

460800

S

8

7

3

N

I

F

1998

20

0.00

SD

3009

463009

G

3

1

4

N

I

1998

640

3.94

SD

3010

463010

G

3

1

4

N

I

1998

480

5.42

SD

3012

463012

G

3

1

2

Q

I

R

1998

670

2.26

361,100

SD

3013

463013

G

3

1

3

N

I

R

1998

400

2.59

SD

3052

463052

G

3

1

2

Q

I

R

1998

160

0.99

63,930

SD

3053

463053

G

3

6

3

N

I

R

1998

170

4.56

SD

5020

465020

G

5

1

4

N

I

1998

560

2.31

SD

5025

465025

G

5

1

4

N

I

1998

690

4.00

SD

5040

465040

G

5

1

4

N

I

1998

910

3.00

SD

6600

466600

G

3

2

4

N

I

1998

320

7.00

SD

7049

467049

G

7A

6

4

N

I

1998

190

2.52

SD

9106

469106

G

6B

6

4

N

I

1998

60

6.00

SD

9187

469187

G

1

6

4

N

I

1998

40

2.63

SD

9197

469197

G

6B

6

4

N

I

1998

110

8.93

TN

0600

470600

S

6

5

N

I

TN

1023

471023

G

6B

1

2

Q

I

F

1998

2,990

1.99

750,440

TN

1028

471028

G

2

2

2

Q

I

F

1998

350

4.26

138,900

TN

1029

471029

G

6S

2

3

N

I

F

1998

400

12.30

Table 21. Summary of traffic projection results, continued.

Agency SHRP ID Traffic ID GPS/ SPS Exp. No. Highway Functional Class Projections Pav. Type Last Pr. Year Traffic Characteristics
Cat. Code Status Traffic Volume Annual Growth Rate (%) ESALs

TN

2001

472001

G

6B

2

2

Q

I

F

1998

800

3.34

365,960

TN

2008

472008

G

6B

2

2

A

I

F

1998

430

2.50

121,200

TN

3075

473075

G

1

2

3

N

I

F

1998

170

6.31

TN

3101

473101

G

6B

2

2

Q

I

F

1998

100

4.34

40,580

TN

3104

473104

G

1

7

3

N

I

F

1997

10

6.91

TN

3108

473108

G

6B

1

2

Q

I

F

1998

3,010

2.05

715,930

TN

3109

473109

G

6B

2

2

Q

I

F

1998

180

2.00

24,000

TN

3110

473110

G

6B

2

2

Q

I

F

1998

190

4.12

94,520

TN

6015

476015

G

6A

1

2

Q

I

F

1998

3,580

3.79

1,434,860

TN

6022

476022

G

6A

2

2

Q

I

F

1993

300

4.03

82,970

TN

9024

479024

G

6B

2

3

N

I

F

1998

80

6.00

TN

9025

479025

G

6B

2

2

Q

I

F

1998

100

4.34

50,260

TX

0001

480001

G

1

11

2

Q

I

F

1998

390

5.82

134,880

TX

0100

480100

S

1

2

5

N

I

TX

0800

480800

S

8

9

5

N

I

F

TX

0900

480900

S

9

2

5

N

I

TX

1039

481039

G

6B

2

3

N

I

F

1998

690

4.50

TX

1046

481046

G

6A

1

2

Q

I

F

1998

2,620

7.00

1,208,890

TX

1047

481047

G

1

1

2

Q

I

F

1998

2,410

7.00

1,662,560

TX

1048

481048

G

2

16

2

Q

I

F

1998

190

2.00

33,660

TX

1049

481049

G

2

14

3

N

I

F

1996

1,250

2.00

TX

1050

481050

G

1

6

3

N

I

F

1996

240

5.28

TX

1056

481056

G

1

2

3

N

I

F

1998

150

1.00

TX

1060

481060

G

1

2

2

Q

I

F

1998

1,040

7.00

242,720

TX

1061

481061

G

1

2

5

N

I

TX

1065

481065

G

1

2

3

N

I

F

1997

180

2.08

TX

1068

481068

G

1

2

2

Q

I

F

1998

440

5.00

111,130

TX

1069

481069

G

2

2

2

Q

I

F

1998

610

8.00

139,330

TX

1070

481070

G

2

2

3

Q

I

F

1998

670

8.00

139,330

TX

1076

481076

G

1

14

2

Q

I

F

1998

310

0.00

78,310

TX

1077

481077

G

1

2

3

N

I

F

1998

800

3.40

TX

1087

481087

G

1

14

3

N

I

F

1998

170

2.00

TX

1092

481092

G

1

2

2

Q

I

F

1998

400

6.00

74,890

TX

1093

481093

G

6B

1

2

Q

I

F

1998

1,230

6.00

265,360

TX

1094

481094

G

6B

2

3

N

I

F

1998

190

7.00

Table 21. Summary of traffic projection results, continued.

Agency SHRP ID Traffic ID GPS/ SPS Exp. No. Highway Functional Class Projections Pav. Type Last Pr. Year Traffic Characteristics
Cat. Code Status Traffic Volume Annual Growth Rate (%) ESALs

TX

1096

481096

G

1

2

2

Q

I

F

1998

430

4.86

95,520

TX

1109

481109

G

2

2

2

Q

I

F

1998

340

5.00

72,080

TX

1111

481111

G

1

2

3

N

I

F

1998

330

2.50

TX

1113

481113

G

6B

2

3

N

I

F

1998

520

4.00

TX

1116

481116

G

6S

2

3

N

I

F

1998

930

5.00

TX

1119

481119

G

6B

2

3

N

I

F

1998

310

4.00

TX

1122

481122

G

1

2

2

Q

I

F

1998

270

6.19

52,970

TX

1123

481123

G

1

1

2

Q

I

F

1993

750

6.00

274,850

TX

1130

481130

G

6B

6

2

Q

I

F

1998

170

4.50

24,610

TX

1168

481168

G

1

8

3

N

I

F

1998

20

10.00

TX

1169

481169

G

1

6

3

N

I

F

1998

460

3.50

TX

1174

481174

G

1

2

3

N

I

F

1998

280

1.80

TX

1178

481178

G

1

2

3

N

I

F

1995

480

10.00

TX

1181

481181

G

1

1

2

Q

I

F

1998

1,200

5.00

392,790

TX

1183

481183

G

1

2

3

N

I

F

1994

410

0.00

TX

2108

482108

G

2

2

2

Q

I

F

1998

140

0.00

32,930

TX

2133

482133

G

2

6

2

Q

I

F

1998

340

10.00

86,450

TX

2172

482172

G

2

1

2

Q

I

F

1995

1,560

3.00

381,640

TX

2176

482176

G

2

7

3

N

I

F

1998

70

2.00

TX

3003

483003

G

3

14

3

N

I

R

1998

360

4.00

TX

3010

483010

G

3

14

2

Q

I

R

1998

750

7.60

153,460

TX

3559

483559

G

2

2

2

Q

I

F

1998

220

5.50

40,440

TX

3569

483569

G

9

1

3

N

I

R

1998

2,450

3.00

TX

3579

483579

G

6B

6

3

N

I

F

1998

360

6.00

TX

3589

483589

G

3

2

3

N

I

R

1998

1,100

3.40

TX

3609

483609

G

1

2

3

N

I

F

1991

100

0.00

TX

3629

483629

G

7A

1

3

N

I

R

1996

2,020

6.00

TX

3669

483669

G

2

6

3

N

I

F

1998

140

4.00

TX

3679

483679

G

2

6

3

N

I

F

1997

180

4.00

TX

3689

483689

G

2

2

3

N

I

F

1998

180

0.00

TX

3699

483699

G

4

14

2

Q

I

R

1998

1,850

6.00

435,380

TX

3719

483719

G

5

2

3

N

I

R

1998

680

4.00

TX

3729

483729

G

1

2

2

Q

I

F

1998

880

2.50

110,190

TX

3739

483739

G

1

2

3

N

I

F

1998

650

5.00

TX

3749

483749

G

1

2

3

N

I

F

1997

210

3.00

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