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Federal Highway Administration Research and Technology
Coordinating, Developing, and Delivering Highway Transportation Innovations

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

KS

4016

204016

G

4

2

3

N

I

R

1998

270

3.04

KS

4052

204052

G

4

2

2

Q

I

R

1998

390

5.11

120,540

KS

4053

204053

G

4

11

3

N

I

R

1998

820

1.24

KS

4054

204054

G

4

1

2

Q

I

R

1998

1,150

3.00

880,380

KS

4063

204063

G

4

1

2

Q

I

R

1998

820

10.00

352,880

KS

4067

204067

G

7D

14

2

Q

I

R

1998

600

2.90

224,620

KS

6026

206026

G

6D

2

3

N

I

F

1998

410

5.00

KS

7073

207073

G

7S

1

3

N

I

R

1994

1,030

3.06

KS

7085

207085

G

7S

2

2

Q

I

R

1997

350

3.00

57,750

KS

9037

209037

G

9

12

3

N

I

R

1994

450

4.11

KY

1010

211010

G

1

7

2

Q

I

F

1994

60

4.49

16,420

KY

1014

211014

G

1

2

2

Q

I

F

1998

400

5.00

181,180

KY

1034

211034

G

6S

2

2

Q

I

F

1998

590

12.96

114,820

KY

3016

213016

G

3

1

2

A

I

R

1998

3,410

2.35

1,507,820

KY

4025

214025

G

4

1

2

A

I

R

1995

2,050

4.27

930,340

KY

6040

216040

G

6A

12

2

Q

I

F

1993

1,000

4.78

563,140

KY

6043

216043

G

6A

2

3

N

I

F

1998

360

1.09

LA

0100

220100

S

1

2

5

N

I

LA

0700

220700

S

7

1

5

N

I

LA

3056

223056

G

2

1

2

Q

I

F

1998

630

4.01

262,170

LA

4001

224001

G

4

1

2

Q

I

R

1998

1,800

4.01

849,480

ME

1001

231001

G

6S

1

4

N

I

1998

650

3.30

ME

1009

231009

G

6B

2

4

N

I

1998

420

2.39

ME

1012

231012

G

1

1

4

N

I

1998

1,550

2.41

ME

1026

231026

G

6B

2

4

N

I

1998

260

2.26

ME

1028

231028

G

6B

2

4

N

I

1998

360

2.46

ME

3013

233013

G

3

1

4

N

I

1998

1,350

7.26

ME

3014

233014

G

3

1

4

N

I

1998

1,340

7.26

ME

7023

237023

G

7A

1

4

N

I

1998

1,740

2.45

MD

0500

240500

S

5

2

2

A

R

F

1998

830

0.00

224,760

MD

1632

241632

G

2

2

4

N

R

1998

620

7.14

MD

1634

241634

G

6C

2

4

N

R

1998

170

0.00

MD

2401

242401

G

2

2

4

N

R

1998

880

8.45

MD

2805

242805

G

6C

1

4

N

R

1998

1,500

0.00

MD

5807

245807

G

5

11

4

N

R

1998

640

6.64

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

MA

1002

251002

G

1

1

2

Q

I

F

1998

490

1.66

74,770

MA

1003

251003

G

1

2

3

N

I

F

1998

200

4.08

MA

1004

251004

G

1

1

3

N

I

F

1998

1,040

5.23

MI

0100

260100

S

1

2

2

Q

R

F

1998

100

0.00

12,290

MI

0200

260200

S

2

2

2

Q

R

R

1998

4,320

15.50

2,040,510

MI

0600

260600

S

6

2

2

Q

R

R

1998

890

2.44

330,140

MI

0900

260900

S

9

5

N

R

MI

1001

261001

G

1

6

2

Q

R

F

1998

160

14.09

22,760

MI

1004

261004

G

1

14

2

Q

R

F

1998

150

0.00

41,130

MI

1010

261010

G

1

6

2

Q

R

F

1998

340

13.36

67,960

MI

1012

261012

G

1

2

2

Q

R

F

1998

850

7.77

166,360

MI

1013

261013

G

1

2

3

Q

R

F

1998

1,040

8.00

202,250

MI

3068

263068

G

3

2

2

A

R

R

1993

320

8.49

92,570

MI

3069

263069

G

3

2

2

A

R

R

1998

560

8.69

151,450

MI

4015

264015

G

4

1

2

Q

R

R

1998

1,640

10.49

606,580

MI

5363

265363

G

5

1

2

Q

R

R

1998

1,940

8.53

1,010,520

MI

6016

266016

G

6A

1

2

Q

R

F

1998

350

0.00

78,320

MI

7072

267072

G

7A

1

2

Q

R

R

1998

1,840

11.21

417,080

MI

9029

269029

G

9

1

3

N

R

R

1998

1,910

2.00

MI

9030

269030

G

9

2

2

Q

R

R

1998

2,270

2.32

976,200

MN

0700

270700

S

7

1

2

Q

R

R

1998

1,200

4.16

358,990

MN

1003

271003

G

1

1

2

A

R

F

1998

2,370

6.02

603,260

MN

1004

271004

G

1

1

2

A

R

F

1998

2,370

6.02

663,090

MN

1016

271016

G

1

2

2

A

R

F

1998

180

4.84

36,240

MN

1017

271017

G

1

1

5

N

R

MN

1018

271018

G

1

2

2

A

R

F

1998

300

3.66

79,580

MN

1019

271019

G

1

2

2

Q

R

F

1998

300

4.50

64,700

MN

1020

271020

G

1

1

5

N

R

MN

1023

271023

G

1

2

2

A

R

F

1998

400

4.15

142,250

MN

1028

271028

G

1

2

2

A

R

F

1998

350

–2.06

86,950

MN

1029

271029

G

1

6

2

Q

R

F

1998

210

0.55

50,660

MN

1085

271085

G

1

6

2

A

R

F

1998

100

1.00

19,080

MN

1087

271087

G

1

14

2

A

R

F

1998

340

1.27

24,960

MN

2018

272018

G

1

1

5

N

R

MN

2023

272023

G

2

1

5

N

R

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

MN

3003

273003

G

3

2

2

A

R

R

1998

200

2.02

74,230

MN

3005

273005

G

3

1

3

A

R

R

1998

2,370

6.02

939,660

MN

3007

273007

G

3

1

2

A

R

R

1998

2,370

6.02

1,051,670

MN

3009

273009

G

3

1

2

A

R

R

1998

2,370

6.02

1,051,660

MN

3010

273010

G

3

1

2

A

R

R

1998

2,370

6.02

1,080,010

MN

3012

273012

G

3

1

2

A

R

R

1998

2,370

6.02

1,080,020

MN

3013

273013

G

3

12

2

A

R

R

1998

380

1.21

54,910

MN

4033

274033

G

4

11

2

Q

R

R

1998

700

4.12

171,640

MN

4034

274034

G

4

11

4

N

R

1998

1,320

4.15

MN

4037

274037

G

4

11

2

Q

R

R

1998

500

3.59

127,800

MN

4040

274040

G

4

2

2

Q

R

R

1998

430

1.50

109,020

MN

4050

274050

G

4

2

2

Q

R

R

1998

160

–5.63

39,950

MN

4054

274054

G

4

1

2

A

R

R

1998

1,410

7.00

909,290

MN

4055

274055

G

4

1

2

A

R

R

1998

2,190

5.50

1,273,080

MN

4082

274082

G

4

2

3

N

R

R

1998

450

2.00

MN

5076

275076

G

7B

11

2

Q

R

R

1998

1,500

4.56

412,460

MN

6064

276064

G

6S

1

5

N

R

MN

6251

276251

G

1

2

2

A

R

F

1998

600

6.50

86,030

MN

6300

276300

G

9

1

2

A

R

R

1998

550

3.59

153,980

MN

7090

277090

G

7A

2

2

A

R

R

1998

900

1.50

349,860

MN

9075

279075

G

9

2

2

A

R

R

1998

130

0.00

42,870

MS

0500

280500

S

5

1

2

Q

R

F

1998

1,550

5.00

726,370

MS

0800

280800

S

8

2

5

N

R

MS

0900

280900

S

9

5

N

R

MS

1001

281001

G

6S

2

2

Q

R

F

1998

380

5.23

86,400

MS

1016

281016

G

2

14

2

A

R

F

1997

240

9.49

91,960

MS

1802

281802

G

2

2

2

A

R

F

1998

240

0.44

77,840

MS

2807

282807

G

6S

2

2

A

R

F

1998

360

3.00

140,450

MS

3018

283018

G

3

2

2

A

R

R

1998

650

9.62

282,410

MS

3019

283019

G

3

2

2

A

R

R

1998

660

9.61

285,180

MS

3081

283081

G

6S

2

2

A

R

F

1998

1,860

11.12

714,120

MS

3082

283082

G

2

2

2

Q

R

F

1998

460

7.67

204,110

MS

3083

283083

G

2

2

3

N

R

F

1998

20

1.66

MS

3085

283085

G

2

2

3

N

R

F

1998

20

1.66

MS

3087

283087

G

6C

2

2

Q

R

F

1998

170

0.00

80,580

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

MS

3089

283089

G

2

2

2

A

R

F

1998

360

3.00

140,440

MS

3090

283090

G

2

2

3

N

R

F

1998

40

1.84

MS

3091

283091

G

6S

2

2

Q

R

F

1998

290

1.00

137,040

MS

3093

283093

G

6B

1

2

A

R

F

1998

2,400

4.88

818,290

MS

3094

283094

G

6B

1

2

A

R

F

1998

2,400

4.88

818,470

MS

3097

283097

G

7A

1

2

Q

R

R

1994

1,390

2.60

847,660

MS

3099

283099

G

7B

1

2

A

R

R

1998

2,260

6.65

1,422,470

MS

4024

284024

G

4

14

3

N

R

R

1998

120

3.01

MS

5006

285006

G

5

2

2

A

R

R

1998

1,950

7.80

765,280

MS

5025

285025

G

5

2

2

A

R

R

1998

380

4.40

261,050

MS

5803

285803

G

5

2

2

Q

R

R

1998

1,830

5.83

1,205,250

MS

5805

285805

G

5

11

2

A

R

R

1998

2,430

4.67

986,990

MS

7012

287012

G

9

1

2

Q

R

R

1998

2,620

6.00

1,725,340

MS

9030

289030

G

9

1

2

A

R

R

1998

2,880

5.75

1,072,640

MO

0500

290500

S

5

5

N

I

MO

0600

290600

S

6

2

2

Q

I

R

1998

2,030

4.06

1,169,210

MO

0700

290700

S

7

14

2

Q

I

R

1998

740

–7.22

261,450

MO

0800

290800

S

8

9

5

N

I

MO

0900

290900

S

9

5

N

I

MO

1002

291002

G

1

7

2

Q

I

F

1998

100

11.41

15,800

MO

1005

291005

G

1

2

2

Q

I

F

1998

500

3.58

84,410

MO

1008

291008

G

1

6

3

N

I

F

1998

250

2.94

MO

1010

291010

G

1

1

2

Q

I

F

1998

2,800

6.24

1,046,880

MO

4036

294036

G

4

11

2

Q

I

R

1998

1,610

9.90

1,064,270

MO

4069

294069

G

7B

11

2

Q

I

R

1998

1,220

7.34

585,200

MO

5000

295000

G

4

1

2

Q

I

R

1998

1,470

4.79

419,400

MO

5047

295047

G

5

12

2

A

I

R

1998

1,250

5.14

748,870

MO

5058

295058

G

4

1

3

Q

I

R

1998

1,470

4.79

420,730

MO

5081

295081

G

4

1

3

Q

I

R

1998

1,470

4.79

422,300

MO

5091

295091

G

4

1

3

Q

I

R

1998

1,470

4.79

421,030

MO

5393

295393

G

7B

6

2

Q

I

R

1998

300

2.79

48,530

MO

5403

295403

G

6B

6

2

Q

I

F

1998

510

6.85

245,560

MO

5413

295413

G

6B

6

2

Q

I

F

1998

470

6.75

127,400

MO

5473

295473

G

4

1

2

Q

I

R

1998

3,660

7.12

2,076,000

MO

5483

295483

G

7B

2

2

Q

I

R

1998

470

2.32

174,280

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

MO

5503

295503

G

4

2

2

Q

I

R

1998

1,200

4.96

437,130

MO

6067

296067

G

6A

2

2

Q

I

F

1998

300

–0.53

128,320

MO

7054

297054

G

7S

1

2

Q

I

R

1998

3,350

6.32

1,874,510

MO

7073

297073

G

7A

2

2

Q

I

R

1998

350

1.46

79,600

MO

A600

29A600

S

6

5

N

I

MO

A800

29A800

S

8

9

5

N

I

MT

0100

300100

S

1

1

5

N

R

MT

0800

300800

S

8

9

5

N

R

MT

0900

300900

S

9

5

N

R

MT

1001

301001

G

1

2

3

N

R

F

1998

200

2.43

MT

6004

306004

G

6A

2

3

N

R

F

1998

40

1.81

MT

7066

307066

G

6B

1

3

N

R

F

1998

910

4.39

MT

7075

307075

G

6A

1

3

N

R

F

1998

1,400

4.50

MT

7076

307076

G

6B

1

3

N

R

F

1998

470

5.40

MT

7088

307088

G

6B

1

3

N

R

F

1998

960

4.70

MT

8129

308129

G

1

2

3

N

R

F

1998

160

5.37

NE

0100

310100

S

1

2

2

Q

I

F

1998

330

0.00

110,120

NE

0900

310900

S

9

2

5

N

I

NE

1030

311030

G

1

2

2

Q

I

F

1998

100

0.00

28,470

NE

3018

313018

G

3

1

2

A

I

R

1998

5,340

4.46

1,397,190

NE

3023

313023

G

3

1

2

Q

I

R

1998

2,350

4.40

2,031,850

NE

3024

313024

G

3

1

2

Q

I

R

1998

2,450

3.98

1,258,810

NE

3028

313028

G

3

2

2

A

I

R

1998

400

10.65

151,220

NE

3033

313033

G

3

2

2

A

I

R

1998

330

6.53

155,830

NE

4019

314019

G

4

11

2

A

I

R

1998

790

1.50

356,690

NE

5052

315052

G

5

11

2

A

I

R

1998

890

2.50

444,710

NE

6700

316700

G

6B

2

2

A

I

F

1998

110

0.50

35,920

NE

6701

316701

G

9

14

2

A

I

R

1998

210

0.50

76,110

NE

6702

316702

G

7B

1

2

A

I

R

1998

1,770

5.00

1,321,520

NE

7005

317005

G

7S

1

2

A

I

R

1998

2,380

4.00

1,639,440

NE

7017

317017

G

7A

2

2

Q

I

R

1998

150

0.45

78,270

NE

7040

317040

G

7S

2

2

Q

I

R

1998

280

8.00

145,730

NE

7050

317050

G

7S

1

2

A

I

R

1998

2,750

4.08

1,724,620

NV

0100

320100

S

1

1

2

A

R

F

1998

1,430

17.00

595,460

NV

0200

320200

S

2

1

2

A

R

R

1998

1,430

17.00

958,890

Table 21. Summary of traffic projection results, continued

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