Skip to contentUnited States Department of Transportation - Federal Highway Administration FHWA Home
Research Home   |   Pavements Home
Report
This report is an archived publication and may contain dated technical, contact, and link information
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

Previous | Table of Contents | Next

 


The Federal Highway Administration (FHWA) is a part of the U.S. Department of Transportation and is headquartered in Washington, D.C., with field offices across the United States. is a major agency of the U.S. Department of Transportation (DOT).
The Federal Highway Administration (FHWA) is a part of the U.S. Department of Transportation and is headquartered in Washington, D.C., with field offices across the United States. is a major agency of the U.S. Department of Transportation (DOT). Provide leadership and technology for the delivery of long life pavements that meet our customers needs and are safe, cost effective, and can be effectively maintained. Federal Highway Administration's (FHWA) R&T Web site portal, which provides access to or information about the Agency’s R&T program, projects, partnerships, publications, and results.
FHWA
United States Department of Transportation - Federal Highway Administration