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Appendix C 2010 Field Traffic Counts (November 2010)

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Page 1: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

 

 

 

 

 

 

 

 

 

Appendix C 

2010 Field Traffic Counts 

(November 2010) 

 

 

 

 

 

 

 

 

Page 2: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 01 A Clover Creek Dr SW Pac Hwy SW SR 99 Lakewood Date of Count: Tues 11/30/2010

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Clover Creek Dr SW Clover Creek Dr SW Pac Hwy SW SR 99 Pac Hwy SW SR 99 Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 0 11 0 6 0 0 0 0 4 0 37 4 6 1 17 0 76

7:30 A 0 15 0 4 0 0 0 0 5 0 46 2 3 0 14 0 81

7:45 A 1 15 0 2 0 0 0 0 6 0 46 6 9 3 17 0 89

8:00 A 0 12 0 1 0 0 0 0 5 0 38 7 5 0 24 0 82

8:15 A 1 10 0 1 0 0 0 0 6 0 34 5 7 0 30 0 80

8:30 A 0 13 0 7 0 0 0 0 6 0 30 7 6 4 34 0 95

8:45 A 0 7 0 1 0 0 0 0 2 0 42 5 1 1 21 0 77

9:00 A 0 6 0 8 0 0 0 0 2 0 26 6 3 0 19 0 65

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 2 89 0 30 0 0 0 0 36 0 299 42 40 9 176 0 645

Peak Hour: 7:30 AM to 8:30 AM

Total 2 50 0 11 0 0 0 0 23 0 148 25 27 7 105 0 346

Approach 61 0 173 112 346

%HV 3.3% n/a 13.3% 24.1% 15.0%

PHF 0.76 n/a 0.83 0.74 0.91

Clover Creek Dr SW93

61 32

1 Bike

Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 9925

159 Ped 0 148 173

Bike 0 328

271 7 0 Bike

112 105 7:30 AM to 8:30 AM 4 Ped 155

PEDs across: N S E W 380 1.0 PHF Peak Hour Volume

INT 01 0 PHF %HV

INT 02 1 1 EB 0.74 24.1%

INT 03 0 Check WB 0.83 13.3%

INT 04 0 In: 346 NB n/a n/aINT 05 0 Out: 346 SB 0.76 3.3%

INT 06 1 4 5 Intersection 0.91 15.0%

INT 07 1 1 2 Bicycles From: N S E W

INT 08 1 1 INT 01 0 Special Notes:

INT 09 0 INT 02 0 No controls impeded EB & WB flow

INT 10 0 INT 03 0 INT 11 0 INT 04 0

INT 12 0 INT 05 0

0 2 6 1 9 INT 06 1 1

INT 07 0INT 08 0

1 0 0 0 1 L 01 A Clover Creek Dr SW Pac Hwy SW Lakewood

Page 3: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 01 P Clover Creek Dr SW Pac Hwy SW SR 99 Lakewood Date of Count: Tues 11/30/2010

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Clover Creek Dr SW Clover Creek Dr SW Pac Hwy SW SR 99 Pac Hwy SW SR 99 Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 0 5 0 2 0 0 0 0 3 0 44 15 3 6 51 0 123

4:30 P 0 5 0 1 0 0 0 0 3 0 61 14 3 3 72 0 156

4:45 P 3 11 0 5 0 0 0 0 1 0 47 7 4 5 59 0 134

5:00 P 0 9 0 2 0 0 0 0 5 0 57 17 0 6 74 0 165

5:15 P 0 3 0 4 0 0 0 0 2 0 84 18 4 3 69 0 181

5:30 P 0 14 0 2 0 0 0 0 1 0 62 13 2 3 66 0 160

5:45 P 0 7 0 2 0 0 0 0 2 0 73 14 1 4 63 0 163

6:00 P 0 2 0 3 1 0 0 0 2 0 52 10 2 3 55 0 125

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 3 56 0 21 1 0 0 0 19 0 480 108 19 33 509 0 1207

Peak Hour: 4:45 PM to 5:45 PM

Total 0 33 0 10 0 0 0 0 10 0 276 62 7 16 272 0 669

Approach 43 0 338 288 669

%HV n/a n/a 3.0% 2.4% 2.5%

PHF 0.67 n/a 0.83 0.90 0.92

Clover Creek Dr SW121

43 78

0 Bike

Pac Hwy SW SR 99 10 33 0 Ped Pac Hwy SW SR 9962

286 Ped 0 276 338

Bike 2 643

574 16 0 Bike

288 272 4:45 PM to 5:45 PM 0 Ped 305

PEDs across: N S E W 724 1.0 PHF Peak Hour Volume

INT 01 1 1 2 PHF %HV

INT 02 0 EB 0.90 2.4%

INT 03 0 Check WB 0.83 3.0%

INT 04 0 In: 669 NB n/a n/aINT 05 0 Out: 669 SB 0.67 n/a

INT 06 0 Intersection 0.92 2.5%

INT 07 1 1 Bicycles From: N S E W

INT 08 2 2 INT 01 0 Special Notes:

INT 09 0 INT 02 0 No controls impeded EB & WB flow

INT 10 0 INT 03 0 INT 11 0 INT 04 1 1

INT 12 0 INT 05 1 1

0 4 1 0 5 INT 06 0

INT 07 0INT 08 1 1

0 0 0 3 3 L 01 P Clover Creek Dr SW Pac Hwy SW Lakewood

Page 4: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 02 A Clover Creek Dr SW @ HillCrest / Nyanza Park Dr Date of Count: Tues 11/30/2010

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Clover Creek Dr SW Clover Creek Dr SW HillCrest / Nyanza Park Dr HillCrest / Nyanza Park Dr Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 1 0 3 1 2 3 3 0 0 0 0 0 0 0 0 11 21

7:30 A 0 0 6 1 0 2 1 0 0 0 0 0 1 2 0 11 23

7:45 A 0 0 3 0 2 5 2 0 0 0 0 0 0 0 0 10 20

8:00 A 0 0 5 0 0 5 2 0 0 0 0 0 0 0 0 9 21

8:15 A 0 0 4 0 0 4 2 0 0 0 0 0 0 0 0 8 18

8:30 A 0 0 4 0 1 4 2 0 0 0 0 0 0 0 0 12 22

8:45 A 1 0 9 0 0 3 1 0 0 0 0 0 0 0 0 6 19

9:00 A 0 0 6 0 0 8 1 0 0 0 0 0 1 0 0 11 26

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 2 0 40 2 5 34 14 0 0 0 0 0 2 2 0 78 170

Peak Hour: 7:00 AM to 8:00 AM

Total 1 0 17 2 4 15 8 0 0 0 0 0 1 2 0 41 85

Approach 19 23 0 43 85

%HV 5.3% 17.4% n/a 2.3% 7.1%

PHF 0.68 0.82 n/a 0.83 0.92

Clover Creek Dr SW29

19 10

0 Bike

HillCrest / Nyanza Park Dr 2 17 0 1 Ped HillCrest / Nyanza Park Dr0

17 Ped 1 0 0

Bike 0 0 0

60 2 0 Bike

43 0 7:00 AM to 8:00 AM 0 Ped 0

41

PEDs across: N S E W Ped 0 15 8 0 104 1.0 PHF Peak Hour Volume

INT 01 0 Bike 0 PHF %HV

INT 02 1 1 EB 0.83 2.3%

INT 03 1 1 58 23 Check WB n/a n/aINT 04 0 In: 85 NB 0.82 17.4%

INT 05 1 1 81 Out: 85 SB 0.68 5.3%

INT 06 0 Clover Creek Dr SW Intersection 0.92 7.1%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0 SB Thrus must make a right turn at

INT 10 0 INT 03 0 the Stop sign, SB rights also must Stop

INT 11 0 INT 04 No Bikes 0 WB rights enjoy unencumbered flowINT 12 0 INT 05 0 NB lefts and rights are unencumbered

1 0 0 2 3 INT 06 0 In AM, most HVs were school buses

INT 07 0INT 08 0

0 0 0 0 0 L 02 A Clover Creek Dr SW @ HillCrest / Nyanza Park Dr

Page 5: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 02 P Clover Creek Dr SW @ HillCrest / Nyanza Park Dr Date of Count: Thurs 12/09/2010

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Clover Creek Dr SW Clover Creek Dr SW HillCrest / Nyanza Park Dr HillCrest / Nyanza Park Dr Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 0 0 6 0 0 8 9 0 0 0 0 0 1 0 0 6 29

4:30 P 0 0 1 0 0 11 8 0 0 0 0 0 0 0 0 5 25

4:45 P 0 0 2 0 1 17 10 0 0 0 0 0 0 0 0 7 36

5:00 P 0 0 4 1 2 10 12 0 0 0 0 0 1 0 0 6 33

5:15 P 0 0 3 0 1 12 4 0 0 0 0 0 1 0 0 3 22

5:30 P 0 0 1 0 0 11 8 0 0 0 0 0 0 0 0 10 30

5:45 P 0 0 5 0 0 6 6 0 0 0 0 0 0 0 0 2 19

6:00 P 0 0 3 0 1 9 6 0 0 0 0 0 0 0 0 4 22

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 0 0 25 1 5 84 63 0 0 0 0 0 3 0 0 43 216

Peak Hour: 4:00 PM to 5:00 PM

Total 0 0 13 1 3 46 39 0 0 0 0 0 2 0 0 24 123

Approach 14 85 0 24 123

%HV n/a 3.5% n/a 8.3% 4.1%

PHF 0.58 0.79 n/a 0.86 0.85

Clover Creek Dr SW53

14 39

0 Bike

HillCrest / Nyanza Park Dr 1 13 0 0 Ped HillCrest / Nyanza Park Dr0

47 Ped 0 0 0

Bike 0 0 0

71 0 0 Bike

24 0 4:00 PM to 5:00 PM 0 Ped 0

24

PEDs across: N S E W Ped 0 46 39 0 144 1.0 PHF Peak Hour Volume

INT 01 0 Bike 0 PHF %HV

INT 02 0 EB 0.86 8.3%

INT 03 0 37 85 Check WB n/a n/aINT 04 0 In: 123 NB 0.79 3.5%

INT 05 NO Peds 0 122 Out: 123 SB 0.58 n/a

INT 06 0 Clover Creek Dr SW Intersection 0.85 4.1%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0 SB Thrus must make a right turn at

INT 10 0 INT 03 0 the Stop sign, SB rights also must Stop

INT 11 0 INT 04 No Bikes 0 WB rights enjoy unencumbered flowINT 12 0 INT 05 0 NB lefts and rights are unencumbered

0 0 0 0 0 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 02 P Clover Creek Dr SW @ HillCrest / Nyanza Park Dr

Page 6: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 03 A Bridgeport Way SW Pacific Hwy SR 99 Date of Count: Tues 11/30/2010

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Bridgeport Way SW Bridgeport Way SW Pacific Hwy SR 99 Pacific Hwy SR 99 Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 13 11 134 7 5 4 128 27 8 59 38 11 3 8 13 13 453

7:30 A 12 11 179 17 9 10 136 31 5 58 38 12 3 10 14 13 529

7:45 A 5 11 173 10 8 11 175 23 2 42 43 8 9 6 15 21 538

8:00 A 10 18 151 15 11 9 209 30 7 48 39 22 4 10 10 21 582

8:15 A 3 9 149 10 14 12 153 24 5 35 41 17 5 16 26 16 508

8:30 A 4 12 170 6 10 14 143 29 6 62 31 8 4 9 25 25 534

8:45 A 5 12 158 6 10 10 118 28 3 71 37 12 3 9 8 17 486

9:00 A 3 9 140 12 3 12 143 27 4 56 25 22 1 12 11 10 479

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 55 93 1254 83 70 82 1205 219 40 431 292 112 32 80 122 136 4109

Peak Hour: 7:30 AM to 8:30 AM

Total 22 50 643 41 43 46 680 106 20 187 154 55 22 41 76 83 2162

Approach 734 832 396 200 2162

%HV 3.0% 5.2% 5.1% 11.0% 4.9%

PHF 0.95 0.84 0.91 0.85 0.93

Bridgeport Way SW1510

734 776

0 Bike

Pacific Hwy SR 99 41 643 50 1 Ped Pacific Hwy SR 9955

241 Ped 0 154 396

Bike 0 187 628

441 41 0 Bike

200 76 7:30 AM to 8:30 AM 3 Ped 232

83

PEDs across: N S E W Ped 2 46 680 106 2328 1.0 PHF Peak Hour Volume

INT 01 1 1 Bike 0 PHF %HV

INT 02 0 EB 0.85 11.0%

INT 03 0 913 832 Check WB 0.91 5.1%INT 04 3 3 In: 2162 NB 0.84 5.2%

INT 05 0 1745 Out: 2162 SB 0.95 3.0%

INT 06 1 2 3 Bridgeport Way SW Intersection 0.93 4.9%

INT 07 1 1 2 Bicycles From: N S E W

INT 08 1 1 2 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0

INT 11 0 INT 04 0INT 12 0 INT 05 0

2 4 3 2 11 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 03 A Bridgeport Way SW Pacific Hwy SR 99

Page 7: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 03 P Bridgeport Way SW Pacific Hwy SR 99 Date of Count: Tues 11/30/2010

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Bridgeport Way SW Bridgeport Way SW Pacific Hwy SR 99 Pacific Hwy SR 99 Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 2 26 195 28 4 16 218 58 3 48 35 26 4 15 49 14 728

4:30 P 2 27 158 28 2 10 202 51 3 65 35 24 2 22 38 17 677

4:45 P 2 25 186 22 6 9 206 69 3 40 25 28 5 19 50 21 700

5:00 P 4 25 154 34 3 9 198 55 3 52 41 24 0 16 57 17 682

5:15 P 4 21 174 20 6 34 225 80 4 63 55 40 2 22 40 14 788

5:30 P 0 20 174 12 5 32 193 100 1 47 38 34 2 22 47 19 738

5:45 P 2 31 164 15 1 18 215 77 3 47 55 33 1 21 53 18 747

6:00 P 2 22 140 18 5 9 170 98 3 54 53 36 1 27 34 7 668

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 18 197 1345 177 32 137 1627 588 23 416 337 245 17 164 368 127 5728

Peak Hour: 4:45 PM to 5:45 PM

Total 10 97 666 81 15 93 831 312 11 209 189 131 5 81 197 68 2955

Approach 844 1236 529 346 2955

%HV 1.2% 1.2% 2.1% 1.4% 1.4%

PHF 0.98 0.91 0.84 0.94 0.94

Bridgeport Way SW1887

844 1043

0 Bike

Pacific Hwy SR 99 81 666 97 0 Ped Pacific Hwy SR 99131

363 Ped 2 189 529

Bike 0 209 1135

709 81 0 Bike

346 197 4:45 PM to 5:45 PM 3 Ped 606

68

PEDs across: N S E W Ped 4 93 831 312 3152 1.0 PHF Peak Hour Volume

INT 01 1 2 1 4 Bike 0 PHF %HV

INT 02 2 2 EB 0.94 1.4%

INT 03 2 3 5 943 1236 Check WB 0.84 2.1%INT 04 2 2 4 In: 2955 NB 0.91 1.2%

INT 05 1 1 2179 Out: 2955 SB 0.98 1.2%

INT 06 1 2 3 Bridgeport Way SW Intersection 0.94 1.4%

INT 07 1 1 Bicycles From: N S E W

INT 08 1 1 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0

INT 11 0 INT 04 0INT 12 0 INT 05 0

1 8 6 6 21 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 03 P Bridgeport Way SW Pacific Hwy SR 99

Page 8: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 04 A SB I-5 Ramps Bridgeport Way SW Date of Count: Tues 11/30/2010

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Bridgeport Way SW Bridgeport Way SW SB I-5 Ramps SB I-5 Ramps Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 17 0 90 73 5 20 114 0 3 78 0 34 0 0 0 0 409

7:30 A 10 0 152 106 8 13 125 0 6 110 1 49 0 0 0 0 556

7:45 A 8 0 128 101 10 22 129 0 0 73 0 51 0 0 0 0 504

8:00 A 14 0 114 77 11 20 179 0 2 68 0 74 0 0 0 0 532

8:15 A 9 0 124 85 15 20 138 0 3 59 0 46 0 0 0 0 472

8:30 A 13 0 116 115 12 21 123 0 4 60 0 42 0 0 0 0 477

8:45 A 10 0 103 131 14 29 124 0 0 63 0 47 0 0 0 0 497

9:00 A 5 0 121 101 5 22 119 0 4 55 0 56 0 0 0 0 474

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 86 0 948 789 80 167 1051 0 22 566 1 399 0 0 0 0 3921

Peak Hour: 7:15 AM to 8:15 AM

Total 41 0 518 369 44 75 571 0 11 310 1 220 0 0 0 0 2064

Approach 887 646 531 0 2064

%HV 4.6% 6.8% 2.1% n/a 4.7%

PHF 0.86 0.81 0.83 n/a 0.93

Bridgeport Way SW1678

887 791

0 Bike

SB I-5 Ramps 369 518 0 0 Ped SB I-5 Ramps220

445 Ped 0 1 531

Bike 0 310 531

445 0 0 Bike

0 0 7:15 AM to 8:15 AM 4 Ped 0

0

PEDs across: N S E W Ped 0 75 571 0 2224 1.0 PHF Peak Hour Volume

INT 01 3 3 Bike 0 PHF %HV

INT 02 2 2 EB n/a n/a

INT 03 0 828 646 Check WB 0.83 2.1%INT 04 2 2 In: 2064 NB 0.81 6.8%

INT 05 0 1474 Out: 2064 SB 0.86 4.6%

INT 06 0 Bridgeport Way SW Intersection 0.93 4.7%

INT 07 1 1 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0INT 11 0 INT 04 0

INT 12 0 INT 05 0

3 0 4 1 8 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 04 A SB I-5 Ramps Bridgeport Way SW

Page 9: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 04 P SB I-5 Ramps Bridgeport Way SW Date of Count: Tues 11/30/2010

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Bridgeport Way SW Bridgeport Way SW SB I-5 Ramps SB I-5 Ramps Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 3 0 148 99 4 38 224 0 1 43 0 52 0 0 0 0 604

4:30 P 3 0 134 94 3 30 198 0 1 52 0 51 0 0 0 0 559

4:45 P 4 0 168 74 7 45 223 0 3 58 0 54 0 0 0 0 622

5:00 P 2 0 138 83 4 29 244 0 1 52 0 47 0 0 0 0 593

5:15 P 2 0 172 79 7 26 261 0 0 52 0 77 0 0 0 0 667

5:30 P 2 0 171 94 7 29 260 0 0 45 0 64 0 0 0 0 663

5:45 P 2 0 152 93 2 18 252 0 0 39 0 62 0 0 0 0 616

6:00 P 1 0 143 53 6 21 256 0 1 41 0 37 0 0 0 0 551

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 19 0 1226 669 40 236 1918 0 7 382 0 444 0 0 0 0 4875

Peak Hour: 4:30 PM to 5:30 PM

Total 10 0 649 330 25 129 988 0 4 207 0 242 0 0 0 0 2545

Approach 979 1117 449 0 2545

%HV 1.0% 2.2% 0.9% n/a 1.5%

PHF 0.92 0.97 0.87 n/a 0.95

Bridgeport Way SW2209

979 1230

0 Bike

SB I-5 Ramps 330 649 0 0 Ped SB I-5 Ramps242

459 Ped 0 0 449

Bike 0 207 449

459 0 0 Bike

0 0 4:30 PM to 5:30 PM 0 Ped 0

0

PEDs across: N S E W Ped 0 129 988 0 2668 1.0 PHF Peak Hour Volume

INT 01 0 Bike 0 PHF %HV

INT 02 0 EB n/a n/a

INT 03 0 856 1117 Check WB 0.87 0.9%INT 04 0 In: 2545 NB 0.97 2.2%

INT 05 0 1973 Out: 2545 SB 0.92 1.0%

INT 06 0 Bridgeport Way SW Intersection 0.95 1.5%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0INT 11 0 INT 04 0

INT 12 0 INT 05 0

0 0 0 0 0 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 04 P SB I-5 Ramps Bridgeport Way SW

Page 10: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 05 A NB I-5 Ramps Bridgeport Wy Date of Count: Tues 11/09/2010

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Bridgeport Wy Bridgeport Wy NB I-5 Ramps NB I-5 Ramps Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 10 32 139 0 2 0 53 38 0 0 0 0 3 95 5 56 418

7:30 A 6 61 189 0 5 0 29 40 0 0 0 0 4 102 0 42 463

7:45 A 6 62 122 0 11 0 74 56 0 0 0 0 4 98 0 35 447

8:00 A 10 62 121 0 5 0 69 41 0 0 0 0 8 98 0 47 438

8:15 A 7 63 120 0 3 0 51 36 0 0 0 0 14 95 2 36 403

8:30 A 8 53 121 0 6 0 64 39 0 0 0 0 10 87 0 41 405

8:45 A 5 57 111 0 4 0 65 57 0 0 0 0 12 75 0 22 387

9:00 A 4 46 131 0 2 0 58 30 0 0 0 0 4 84 0 23 372

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 56 436 1054 0 38 0 463 337 0 0 0 0 59 734 7 302 3333

Peak Hour: 7:00 AM to 8:00 AM

Total 32 217 571 0 23 0 225 175 0 0 0 0 19 393 5 180 1766

Approach 788 400 0 578 1766

%HV 4.1% 5.8% n/a 3.3% 4.2%

PHF 0.79 0.77 n/a 0.93 0.95

Bridgeport Wy1406

788 618

0 Bike

NB I-5 Ramps 0 571 217 0 Ped NB I-5 Ramps0

0 Ped 0 0 0

Bike 0 0 397

578 393 0 Bike

578 5 7:00 AM to 8:00 AM 2 Ped 397

180

PEDs across: N S E W Ped 0 0 225 175 1852 1.0 PHF Peak Hour Volume

INT 01 1 1 Bike 0 PHF %HV

INT 02 0 EB 0.93 3.3%

INT 03 0 751 400 Check WB n/a n/aINT 04 1 1 In: 1766 NB 0.77 5.8%

INT 05 0 1151 Out: 1766 SB 0.79 4.1%

INT 06 0 Bridgeport Wy Intersection 0.95 4.2%

INT 07 2 1 3 Bicycles From: N S E W

INT 08 1 1 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0INT 11 0 INT 04 0

INT 12 0 INT 05 0

0 0 4 2 6 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 05 A NB I-5 Ramps Bridgeport Wy

Page 11: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 05 P NB I-5 Ramps Bridgeport Wy Date of Count: Tues 11/09/2010

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Bridgeport Wy Bridgeport Wy NB I-5 Ramps NB I-5 Ramps Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 4 59 131 0 0 0 127 129 0 0 0 0 5 115 0 28 589

4:30 P 2 61 135 0 0 0 128 144 0 0 0 0 3 105 1 29 603

4:45 P 3 63 147 0 2 0 153 162 0 0 0 0 6 113 0 32 670

5:00 P 0 66 138 0 2 0 138 145 0 0 0 0 2 125 0 39 651

5:15 P 5 63 141 0 3 0 131 111 0 0 0 0 4 155 1 23 625

5:30 P 1 61 141 0 1 0 130 86 0 0 0 0 8 151 0 21 590

5:45 P 0 66 112 0 2 0 110 77 0 0 0 0 2 171 0 20 556

6:00 P 0 37 140 0 1 0 115 82 0 0 0 0 5 163 2 30 569

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 15 476 1085 0 11 0 1032 936 0 0 0 0 35 1098 4 222 4853

Peak Hour: 4:15 PM to 5:15 PM

Total 10 253 561 0 7 0 550 562 0 0 0 0 15 498 2 123 2549

Approach 814 1112 0 623 2549

%HV 1.2% 0.6% n/a 2.4% 1.3%

PHF 0.97 0.88 n/a 0.87 0.95

Bridgeport Wy1862

814 1048

0 Bike

NB I-5 Ramps 0 561 253 0 Ped NB I-5 Ramps0

0 Ped 3 0 0

Bike 0 0 817

623 498 0 Bike

623 2 4:15 PM to 5:15 PM 3 Ped 817

123

PEDs across: N S E W Ped 0 0 550 562 2680 1.0 PHF Peak Hour Volume

INT 01 1 1 Bike 0 PHF %HV

INT 02 1 1 EB 0.87 2.4%

INT 03 2 2 684 1112 Check WB n/a n/aINT 04 2 2 In: 2549 NB 0.88 0.6%

INT 05 1 1 1796 Out: 2549 SB 0.97 1.2%

INT 06 3 3 Bridgeport Wy Intersection 0.95 1.3%

INT 07 3 3 Bicycles From: N S E W

INT 08 1 1 INT 01 1 1 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0INT 11 0 INT 04 0

INT 12 0 INT 05 0

0 0 10 4 14 INT 06 0

INT 07 0INT 08 0

1 0 0 0 1 L 05 P NB I-5 Ramps Bridgeport Wy

Page 12: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 06 A 108th St SW Lakeview Ave SW Date of Count: Tues 11/30/2010

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Lakeview Ave SW Lakeview Ave SW 108th St SW 108th St SW Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 5 11 19 7 1 1 18 18 6 40 36 8 3 5 31 0 194

7:30 A 4 11 9 9 3 0 23 19 4 39 46 14 1 6 28 0 204

7:45 A 1 10 9 7 6 1 15 28 8 41 54 25 4 7 29 1 227

8:00 A 5 18 25 5 3 1 20 24 5 38 75 18 2 7 41 1 273

8:15 A 1 13 10 5 0 0 17 20 3 37 86 24 4 5 41 0 258

8:30 A 4 10 23 6 1 0 13 16 6 31 77 6 1 10 37 0 229

8:45 A 2 6 10 10 2 0 9 10 7 23 61 8 2 7 46 1 191

9:00 A 2 5 9 6 2 0 15 13 3 27 57 9 2 3 32 0 176

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 24 84 114 55 18 3 130 148 42 276 492 112 19 50 285 3 1752

Peak Hour: 7:30 AM to 8:30 AM

Total 11 51 67 23 10 2 65 88 22 147 292 73 11 29 148 2 987

Approach 141 155 512 179 987

%HV 7.8% 6.5% 4.3% 6.1% 5.5%

PHF 0.73 0.86 0.87 0.91 0.90

Lakeview Ave SW308

141 167

0 Bike

108th St SW 23 67 51 2 Ped 108th St SW73

317 Ped 0 292 512

Bike 0 147 799

496 29 0 Bike

179 148 7:30 AM to 8:30 AM 0 Ped 287

2

PEDs across: N S E W Ped 0 2 65 88 1092 1.0 PHF Peak Hour Volume

INT 01 0 Bike 0 PHF %HV

INT 02 1 1 EB 0.91 6.1%

INT 03 1 1 216 155 Check WB 0.87 4.3%INT 04 1 1 In: 987 NB 0.86 6.5%

INT 05 0 371 Out: 987 SB 0.73 7.8%

INT 06 0 Lakeview Ave SW Intersection 0.90 5.5%

INT 07 0 Bicycles From: N S E W

INT 08 1 2 3 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0INT 11 0 INT 04 0

INT 12 0 INT 05 0

3 3 0 0 6 INT 06 0

INT 07 0INT 08 1 2 3

1 0 0 2 3 L 06 A 108th St SW Lakeview Ave SW

Page 13: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 06 P 108th St SW Lakeview Ave SW Date of Count: Tues 11/30/2010

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Lakeview Ave SW Lakeview Ave SW 108th St SW 108th St SW Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 2 33 23 6 1 0 19 52 3 26 98 13 1 7 76 2 355

4:30 P 3 29 31 12 2 0 22 38 6 17 87 10 3 5 86 2 339

4:45 P 2 37 26 4 1 0 16 60 3 17 90 25 1 9 99 1 384

5:00 P 3 25 26 15 0 1 24 49 2 30 100 21 2 12 87 1 391

5:15 P 1 28 29 13 3 1 24 57 4 26 73 19 2 16 90 0 376

5:30 P 1 28 28 12 1 0 20 50 5 20 88 10 4 20 124 0 400

5:45 P 2 18 19 16 2 0 19 36 1 29 75 15 2 8 98 1 334

6:00 P 2 13 22 14 0 0 18 38 3 24 78 19 3 17 75 0 318

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 16 211 204 92 10 2 162 380 27 189 689 132 18 94 735 7 2897

Peak Hour: 4:30 PM to 5:30 PM

Total 7 118 109 44 5 2 84 216 14 93 351 75 9 57 400 2 1551

Approach 271 302 519 459 1551

%HV 2.6% 1.7% 2.7% 2.0% 2.3%

PHF 0.97 0.92 0.86 0.80 0.97

Lakeview Ave SW487

271 216

0 Bike

108th St SW 44 109 118 0 Ped 108th St SW75

397 Ped 4 351 519

Bike 0 93 1253

856 57 0 Bike

459 400 4:30 PM to 5:30 PM 0 Ped 734

2

PEDs across: N S E W Ped 3 2 84 216 1600 1.0 PHF Peak Hour Volume

INT 01 2 4 6 Bike 0 PHF %HV

INT 02 1 1 EB 0.80 2.0%

INT 03 1 2 3 204 302 Check WB 0.86 2.7%INT 04 2 2 In: 1551 NB 0.92 1.7%

INT 05 0 506 Out: 1551 SB 0.97 2.6%

INT 06 2 2 Lakeview Ave SW Intersection 0.97 2.3%

INT 07 1 1 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0INT 11 0 INT 04 0

INT 12 0 INT 05 0

2 8 0 5 15 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 06 P 108th St SW Lakeview Ave SW

Page 14: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 07 A Halcyon Rd SW 108th St SW Date of Count: Tues 11/30/2010

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Halcyon Rd SW Halcyon Rd SW 108th St SW 108th St SW Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 0 0 0 0 0 0 0 0 7 0 95 0 7 0 64 3 162

7:30 A 0 0 0 0 0 0 0 1 1 0 100 0 4 0 57 5 163

7:45 A 0 0 0 0 1 0 0 1 10 0 125 0 7 0 68 12 206

8:00 A 0 0 0 0 0 0 0 1 3 0 140 0 3 0 80 6 227

8:15 A 0 0 0 0 0 0 0 1 4 0 153 0 4 0 76 3 233

8:30 A 0 0 0 0 0 0 0 1 4 0 119 0 4 0 63 5 188

8:45 A 0 0 0 0 0 0 0 1 7 0 105 0 3 0 64 3 173

9:00 A 0 0 0 0 0 0 0 0 2 0 95 0 4 0 56 2 153

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 0 0 0 0 1 0 0 6 38 0 932 0 36 0 528 39 1505

Peak Hour: 7:30 AM to 8:30 AM

Total 0 0 0 0 1 0 0 4 21 0 537 0 18 0 287 26 854

Approach 0 4 537 313 854

%HV n/a 25.0% 3.9% 5.8% 4.7%

PHF n/a 1.00 0.88 0.91 0.92

Halcyon Rd SW0

0 0

1 Bike

108th St SW 0 0 0 0 Ped 108th St SW0

537 Ped 0 537 537

Bike 0 0 828

850 0 0 Bike

313 287 7:30 AM to 8:30 AM 1 Ped 291

26

PEDs across: N S E W Ped 0 0 0 4 932 1.0 PHF Peak Hour Volume

INT 01 0 Bike 1 PHF %HV

INT 02 1 1 EB 0.91 5.8%

INT 03 1 1 26 4 Check WB 0.88 3.9%INT 04 0 In: 854 NB 1.00 25.0%

INT 05 0 30 Out: 854 SB n/a n/a

INT 06 0 Halcyon Rd SW Intersection 0.92 4.7%

INT 07 0 Bicycles From: N S E W

INT 08 2 2 INT 01 1 1 Special Notes:

INT 09 0 INT 02 1 1 North Leg is a Dwy

INT 10 0 INT 03 1 1

INT 11 0 INT 04 0INT 12 0 INT 05 1 1

0 0 3 1 4 INT 06 0

INT 07 0INT 08 0

2 2 0 0 4 L 07 A Halcyon Rd SW 108th St SW

Page 15: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 07 P Halcyon Rd SW 108th St SW Date of Count: Tues 11/30/2010

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Halcyon Rd SW Halcyon Rd SW 108th St SW 108th St SW Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 0 0 0 1 0 0 0 3 4 0 154 0 3 0 170 4 332

4:30 P 0 0 0 0 0 0 0 0 4 0 125 0 6 0 159 5 289

4:45 P 0 0 0 0 0 0 0 2 3 0 130 0 3 0 198 7 337

5:00 P 0 0 0 0 0 0 0 3 1 0 147 0 2 0 164 5 319

5:15 P 0 0 0 0 0 0 0 0 3 0 125 0 3 0 180 13 318

5:30 P 0 0 0 0 0 0 0 6 4 0 137 0 4 0 200 7 350

5:45 P 0 0 0 0 0 0 0 2 0 0 131 0 4 0 153 8 294

6:00 P 0 0 0 0 0 0 0 2 3 0 113 0 4 0 126 9 250

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 0 0 0 1 0 0 0 18 22 0 1062 0 29 0 1350 58 2489

Peak Hour: 4:30 PM to 5:30 PM

Total 0 0 0 0 0 0 0 11 11 0 539 0 12 0 742 32 1324

Approach 0 11 539 774 1324

%HV n/a n/a 2.0% 1.6% 1.7%

PHF n/a 0.46 0.92 0.93 0.95

Halcyon Rd SW0

0 0

0 Bike

108th St SW 0 0 0 6 Ped 108th St SW0

539 Ped 0 539 539

Bike 0 0 1292

1313 0 0 Bike

774 742 4:30 PM to 5:30 PM 0 Ped 753

32

PEDs across: N S E W Ped 3 0 0 11 1400 1.0 PHF Peak Hour Volume

INT 01 3 3 6 Bike 0 PHF %HV

INT 02 1 1 2 EB 0.93 1.6%

INT 03 1 1 32 11 Check WB 0.92 2.0%INT 04 3 3 In: 1324 NB 0.46 n/a

INT 05 2 2 43 Out: 1324 SB n/a n/a

INT 06 1 2 3 Halcyon Rd SW Intersection 0.95 1.7%

INT 07 0 Bicycles From: N S E W

INT 08 3 3 INT 01 0 Special Notes:

INT 09 0 INT 02 0 North Leg is a Dwy

INT 10 0 INT 03 0

INT 11 0 INT 04 0INT 12 0 INT 05 0

10 10 0 0 20 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 07 P Halcyon Rd SW 108th St SW

Page 16: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L_08 A 100th St SW Lakeview Ave SW Date of Count: Wed 11/17/2010

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Lakeview Ave SW Lakeview Ave SW 100th St SW 100th St SW Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 3 16 21 1 1 4 22 11 11 8 119 55 6 2 85 3 347

7:30 A 7 25 15 8 2 4 29 14 8 10 131 65 6 7 111 3 422

7:45 A 4 28 12 1 7 7 27 8 13 12 191 72 3 6 104 5 473

8:00 A 7 28 23 8 7 10 33 9 15 8 185 59 10 10 124 11 508

8:15 A 12 29 16 3 2 3 28 16 13 8 190 73 6 9 85 6 466

8:30 A 7 25 15 4 3 4 25 8 9 10 152 27 11 5 83 5 363

8:45 A 10 26 21 2 2 3 22 16 11 8 169 36 8 3 105 8 419

9:00 A 6 35 13 8 2 4 18 19 13 6 168 49 9 3 100 7 430

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 56 212 136 35 26 39 204 101 93 70 1305 436 59 45 797 48 3428

Peak Hour: 7:15 AM to 8:15 AM

Total 30 110 66 20 18 24 117 47 49 38 697 269 25 32 424 25 1869

Approach 196 188 1004 481 1869

%HV 15.3% 9.6% 4.9% 5.2% 6.5%

PHF 0.83 0.90 0.91 0.83 0.92

Lakeview Ave SW614

196 418

0 Bike

100th St SW 20 66 110 0 Ped 100th St SW269

741 Ped 0 697 1004

Bike 0 38 1585

1222 32 1 Bike

481 424 7:15 AM to 8:15 AM 0 Ped 581

25

PEDs across: N S E W Ped 0 24 117 47 2032 1.0 PHF Peak Hour Volume

INT 01 0 Bike 0 PHF %HV

INT 02 0 EB 0.83 5.2%

INT 03 0 129 188 Check WB 0.91 4.9%INT 04 0 In: 1869 NB 0.90 9.6%

INT 05 0 317 Out: 1869 SB 0.83 15.3%

INT 06 0 Lakeview Ave SW Intersection 0.92 6.5%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 1 1

INT 10 0 INT 03 0

INT 11 0 INT 04 0INT 12 0 INT 05 0

0 0 0 0 0 INT 06 0

INT 07 0INT 08 0

0 0 1 0 1 L_08 A 100th St SW Lakeview Ave SW

Page 17: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 08 P 100th St SW Lakeview Ave SW Date of Count: Wed 11/17/2010

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Lakeview Ave SW Lakeview Ave SW 100th St SW 100th St SW Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 2 59 43 13 0 4 23 15 10 9 200 33 8 5 217 8 629

4:30 P 5 31 45 10 2 10 40 13 7 17 215 37 5 11 211 10 650

4:45 P 3 50 44 6 1 5 34 18 8 15 176 27 5 3 214 16 608

5:00 P 2 33 32 7 1 6 25 15 7 12 228 40 7 8 198 9 613

5:15 P 4 52 41 12 0 2 32 25 6 12 173 31 8 7 280 2 669

5:30 P 1 31 40 8 1 7 25 24 8 19 182 25 5 9 261 7 638

5:45 P 3 30 30 8 1 8 25 15 6 12 185 31 6 11 195 6 556

6:00 P 1 19 30 8 0 8 17 14 7 14 160 22 5 12 194 6 504

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 21 305 305 72 6 50 221 139 59 110 1519 246 49 66 1770 64 4867

Peak Hour: 4:15 PM to 5:15 PM

Total 14 166 162 35 4 23 131 71 28 56 792 135 25 29 903 37 2540

Approach 363 225 983 969 2540

%HV 3.9% 1.8% 2.8% 2.6% 2.8%

PHF 0.86 0.89 0.88 0.84 0.95

Lakeview Ave SW658

363 295

0 Bike

100th St SW 35 162 166 2 Ped 100th St SW135

850 Ped 4 792 983

Bike 0 56 2123

1819 29 0 Bike

969 903 4:15 PM to 5:15 PM 0 Ped 1140

37

PEDs across: N S E W Ped 0 23 131 71 2676 1.0 PHF Peak Hour Volume

INT 01 3 3 Bike 0 PHF %HV

INT 02 2 1 3 EB 0.84 2.6%

INT 03 0 255 225 Check WB 0.88 2.8%INT 04 2 2 In: 2540 NB 0.89 1.8%

INT 05 1 1 480 Out: 2540 SB 0.86 3.9%

INT 06 0 Lakeview Ave SW Intersection 0.95 2.8%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0 One U Turn from East 5th Int'l

INT 10 0 INT 03 N0 Bikes 0INT 11 0 INT 04 0

INT 12 0 INT 05 0

2 0 0 7 9 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 08 P 100th St SW Lakeview Ave SW

Page 18: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 09 A Steilacoom Blvd SW Lakeview Ave SW Date of Count: Wed 11/17/2010

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Lakeview Ave SW Lakeview Ave SW Steilacoom Blvd SW Steilacoom Blvd SW Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 0 0 0 0 2 12 0 14 11 35 149 0 5 0 113 24 347

7:30 A 0 0 0 0 1 17 0 19 5 35 204 0 9 0 130 32 437

7:45 A 0 0 0 0 3 21 0 17 9 52 252 0 5 0 139 36 517

8:00 A 0 0 0 0 2 27 0 26 14 54 267 0 5 0 140 43 557

8:15 A 0 0 0 0 6 42 0 29 14 31 241 0 4 0 124 27 494

8:30 A 0 0 0 0 1 16 0 14 8 23 176 0 3 0 103 18 350

8:45 A 0 0 0 0 4 18 0 24 3 21 172 0 7 0 129 17 381

9:00 A 0 0 0 0 1 21 0 22 8 29 232 0 5 0 153 17 474

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 0 0 0 0 20 174 0 165 72 280 1693 0 43 0 1031 214 3557

Peak Hour: 7:15 AM to 8:15 AM

Total 0 0 0 0 12 107 0 91 42 172 964 0 23 0 533 138 2005

Approach 0 198 1136 671 2005

%HV n/a 6.1% 3.7% 3.4% 3.8%

PHF n/a 0.70 0.88 0.92 0.90

Lakeview Ave SW0

0 0

0 Bike

Steilacoom Blvd SW 0 0 0 0 Ped Steilacoom Blvd SW0

1071 Ped 0 964 1136

Bike 0 172 1760

1742 0 0 Bike

671 533 7:15 AM to 8:15 AM 0 Ped 624

138

PEDs across: N S E W Ped 0 107 0 91 2228 1.0 PHF Peak Hour Volume

INT 01 0 Bike 0 PHF %HV

INT 02 0 EB 0.92 3.4%

INT 03 0 310 198 Check WB 0.88 3.7%INT 04 0 In: 2005 NB 0.70 6.1%

INT 05 0 508 Out: 2005 SB n/a n/a

INT 06 1 1 2 Lakeview Ave SW Intersection 0.90 3.8%

INT 07 1 1 Bicycles From: N S E W

INT 08 1 1 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0INT 11 0 INT 04 0

INT 12 0 INT 05 0

0 1 0 3 4 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0L 09 A Steilacoom Blvd SW Lakeview Ave SW

Page 19: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 09 P Steilacoom Blvd SW Lakeview Ave SW Date of Count: Wed 11/17/2010

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Lakeview Ave SW Lakeview Ave SW Steilacoom Blvd SW Steilacoom Blvd SW Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 0 0 0 0 2 31 0 41 6 30 179 0 5 0 217 22 520

4:30 P 0 0 0 0 2 32 0 32 7 34 186 0 6 0 187 31 502

4:45 P 0 0 0 0 0 45 0 52 11 50 188 0 10 0 228 25 588

5:00 P 0 0 0 0 4 43 0 48 3 47 231 0 4 0 214 20 603

5:15 P 0 0 0 0 0 37 0 35 6 41 210 0 1 0 205 24 552

5:30 P 0 0 0 0 4 42 0 34 5 37 195 0 5 0 193 32 533

5:45 P 0 0 0 0 1 25 0 30 3 30 210 0 4 0 212 15 522

6:00 P 0 0 0 0 3 21 0 29 2 32 195 0 3 0 155 9 441

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 0 0 0 0 16 276 0 301 43 301 1594 0 38 0 1611 178 4261

Peak Hour: 4:30 PM to 5:30 PM

Total 0 0 0 0 8 167 0 169 25 175 824 0 20 0 840 101 2276

Approach 0 336 999 941 2276

%HV n/a 2.4% 2.5% 2.1% 2.3%

PHF n/a 0.87 0.90 0.93 0.94

Lakeview Ave SW0

0 0

0 Bike

Steilacoom Blvd SW 0 0 0 0 Ped Steilacoom Blvd SW0

991 Ped 0 824 999

Bike 0 175 2008

1932 0 0 Bike

941 840 4:30 PM to 5:30 PM 0 Ped 1009

101

PEDs across: N S E W Ped 0 167 0 169 2412 1.0 PHF Peak Hour Volume

INT 01 0 Bike 0 PHF %HV

INT 02 0 EB 0.93 2.1%

INT 03 0 276 336 Check WB 0.90 2.5%INT 04 0 In: 2276 NB 0.87 2.4%

INT 05 No Peds 0 612 Out: 2276 SB n/a n/a

INT 06 0 Lakeview Ave SW Intersection 0.94 2.3%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0 One U turn from the East in 7th Int'l.

INT 10 0 INT 03 No Bikes 0INT 11 0 INT 04 0

INT 12 0 INT 05 0

0 0 0 0 0 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 09 P Steilacoom Blvd SW Lakeview Ave SW

Page 20: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 10 A S Durango St SW @ Steilacoom Blvd Date of Count: Wed 11/17/2010

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Durango St SW Durango St SW Steilacoom Blvd Steilacoom Blvd Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 0 1 0 1 0 0 0 0 9 0 164 5 4 2 112 0 285

7:30 A 0 0 0 2 0 0 0 0 4 0 236 3 10 1 131 0 373

7:45 A 1 3 0 3 0 0 0 0 9 0 284 4 7 1 147 0 442

8:00 A 1 0 0 5 0 0 0 0 14 0 305 2 7 4 147 0 463

8:15 A 0 1 0 2 0 0 0 0 13 0 240 2 6 10 140 0 395

8:30 A 0 2 0 1 0 0 0 0 7 0 200 1 3 3 115 0 322

8:45 A 0 1 0 0 0 0 0 0 3 0 189 1 9 4 125 0 320

9:00 A 0 3 0 1 0 0 0 0 7 0 262 2 4 3 159 0 430

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 2 11 0 15 0 0 0 0 66 0 1880 20 50 28 1076 0 3030

Peak Hour: 7:15 AM to 8:15 AM

Total 2 4 0 12 0 0 0 0 40 0 1065 11 30 16 565 0 1673

Approach 16 0 1076 581 1673

%HV 12.5% n/a 3.7% 5.2% 4.3%

PHF 0.67 n/a 0.88 0.96 0.90

Durango St SW43

16 27

0 Bike

Steilacoom Blvd 12 4 0 Ped Steilacoom Blvd11

1077 Ped 0 1065 1076

Bike 0 1645

1658 16 0 Bike

581 565 7:15 AM to 8:15 AM 0 Ped 569

PEDs across: N S E W 1852 1.0 PHF Peak Hour Volume

INT 01 0 PHF %HV

INT 02 0 EB 0.96 5.2%

INT 03 0 Check WB 0.88 3.7%

INT 04 0 In: 1673 NB n/a n/aINT 05 0 Out: 1673 SB 0.67 12.5%

INT 06 No Peds 0 Intersection 0.90 4.3%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0 Shopping strip mall on south side

INT 10 0 INT 03 No Bikes 0

INT 11 0 INT 04 0INT 12 0 INT 05 0

0 0 0 0 0 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0L 10 A S Durango St SW @ Steilacoom Blvd

Page 21: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

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WBE/DBE

Intersection: L 10 P S Durango St SW @ Steilacoom Blvd Date of Count: Wed 11/17/2010

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Durango St SW Durango St SW Steilacoom Blvd Steilacoom Blvd Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 0 1 0 6 0 0 0 0 8 0 218 4 6 9 235 0 473

4:30 P 0 6 0 9 0 0 0 0 9 0 225 7 7 8 242 0 497

4:45 P 2 3 0 10 0 0 0 0 8 0 203 8 9 6 239 0 469

5:00 P 1 2 0 6 0 0 0 0 5 0 230 4 6 2 233 0 477

5:15 P 2 5 0 9 0 0 0 0 3 0 232 1 2 6 262 0 515

5:30 P 0 3 0 7 0 0 0 0 2 0 264 4 2 1 240 0 519

5:45 P 1 7 0 7 0 0 0 0 0 0 215 4 4 3 227 0 463

6:00 P 0 6 0 5 0 0 0 0 2 0 222 4 0 6 188 0 431

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 6 33 0 59 0 0 0 0 37 0 1809 36 36 41 1866 0 3844

Peak Hour: 4:30 PM to 5:30 PM

Total 5 13 0 32 0 0 0 0 18 0 929 17 19 15 974 0 1980

Approach 45 0 946 989 1980

%HV 11.1% n/a 1.9% 1.9% 2.1%

PHF 0.80 n/a 0.88 0.92 0.95

Durango St SW77

45 32

0 Bike

Steilacoom Blvd 32 13 0 Ped Steilacoom Blvd17

961 Ped 0 929 946

Bike 0 1933

1950 15 0 Bike

989 974 4:30 PM to 5:30 PM 0 Ped 987

PEDs across: N S E W 2076 1.0 PHF Peak Hour Volume

INT 01 0 PHF %HV

INT 02 0 EB 0.92 1.9%

INT 03 0 Check WB 0.88 1.9%

INT 04 0 In: 1980 NB n/a n/aINT 05 0 Out: 1980 SB 0.80 11.1%

INT 06 No Peds 0 Intersection 0.95 2.1%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0 Shopping strip mall on south side

INT 10 0 INT 03 No Bikes 0

INT 11 0 INT 04 0INT 12 0 INT 05 0

0 0 0 0 0 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0L 10 P S Durango St SW @ Steilacoom Blvd

Page 22: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 11 A S 74th St S Tacoma Way Date of Count: Wed 11/17/2010

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Tacoma Way S Tacoma Way S 74th St S 74th St Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 5 8 46 8 9 43 57 13 24 18 143 8 6 7 154 28 533

7:30 A 5 4 49 9 7 54 78 16 5 18 167 10 16 15 198 46 664

7:45 A 5 12 53 7 13 42 106 17 9 26 149 10 14 14 188 44 668

8:00 A 6 9 75 12 11 45 116 18 4 24 117 18 9 18 146 22 620

8:15 A 7 13 73 6 9 29 116 19 16 35 137 13 6 14 135 32 622

8:30 A 9 10 56 8 8 46 104 23 11 30 97 11 8 9 102 22 518

8:45 A 7 12 63 12 8 45 107 23 4 20 108 9 7 14 106 21 540

9:00 A 8 12 78 15 8 36 81 22 9 32 111 19 10 9 130 35 580

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 52 80 493 77 73 340 765 151 82 203 1029 98 76 100 1159 250 4745

Peak Hour: 7:15 AM to 8:15 AM

Total 23 38 250 34 40 170 416 70 34 103 570 51 45 61 667 144 2574

Approach 322 656 724 872 2574

%HV 7.1% 6.1% 4.7% 5.2% 5.5%

PHF 0.84 0.92 0.93 0.84 0.96

S Tacoma Way850

322 528

0 Bike

S 74th St 34 250 38 1 Ped S 74th St51

774 Ped 2 570 724

Bike 0 103 1499

1646 61 0 Bike

872 667 7:15 AM to 8:15 AM 1 Ped 775

144

PEDs across: N S E W Ped 0 170 416 70 2672 1.0 PHF Peak Hour Volume

INT 01 1 1 Bike 0 PHF %HV

INT 02 2 2 EB 0.84 5.2%

INT 03 1 1 2 497 656 Check WB 0.93 4.7%INT 04 0 In: 2574 NB 0.92 6.1%

INT 05 0 1153 Out: 2574 SB 0.84 7.1%

INT 06 0 S Tacoma Way Intersection 0.96 5.5%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0INT 11 0 INT 04 0

INT 12 0 INT 05 0

1 1 1 2 5 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 11 A 74th St S Tacoma Way

Page 23: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

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WBE/DBE

Intersection: L 11 P S 74th St S Tacoma Way Date of Count: Wed 11/17/2010

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Tacoma Way S Tacoma Way S 74th St S 74th St Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 2 17 143 22 10 46 152 34 3 39 114 14 2 24 130 36 771

4:30 P 5 11 113 20 1 46 119 29 5 32 173 13 7 13 137 58 764

4:45 P 4 15 146 19 3 47 114 38 6 28 120 7 3 20 132 41 727

5:00 P 7 26 144 26 7 39 128 28 2 29 139 3 4 19 128 52 761

5:15 P 5 26 166 29 5 49 133 52 5 23 165 10 7 15 180 54 902

5:30 P 6 31 149 29 6 35 117 45 4 27 150 8 5 21 143 40 795

5:45 P 2 22 157 27 5 32 106 55 6 35 164 13 3 16 134 35 796

6:00 P 5 16 135 28 3 45 100 37 1 35 133 8 3 18 125 41 721

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 36 164 1153 200 40 339 969 318 32 248 1158 76 34 146 1109 357 6237

Peak Hour: 4:45 PM to 5:45 PM

Total 20 105 616 111 23 155 484 180 17 114 618 34 19 71 585 181 3254

Approach 832 819 766 837 3254

%HV 2.4% 2.8% 2.2% 2.3% 2.4%

PHF 0.94 0.88 0.90 0.84 0.90

S Tacoma Way1421

832 589

0 Bike

S 74th St 111 616 105 2 Ped S 74th St34

884 Ped 4 618 766

Bike 0 114 1636

1721 71 0 Bike

837 585 4:45 PM to 5:45 PM 2 Ped 870

181

PEDs across: N S E W Ped 2 155 484 180 3608 1.0 PHF Peak Hour Volume

INT 01 1 1 Bike 0 PHF %HV

INT 02 0 EB 0.84 2.3%

INT 03 2 4 6 911 819 Check WB 0.90 2.2%INT 04 1 1 2 In: 3254 NB 0.88 2.8%

INT 05 1 1 1 2 5 1730 Out: 3254 SB 0.94 2.4%

INT 06 1 1 1 3 S Tacoma Way Intersection 0.90 2.4%

INT 07 0 Bicycles From: N S E W

INT 08 1 1 INT 01 0 Special Notes:

INT 09 0 INT 02 0 U Turn from the South 3rd Int'l.

INT 10 0 INT 03 No Bikes 0INT 11 0 INT 04 0

INT 12 0 INT 05 0

5 2 3 8 18 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 11 P 74th St S Tacoma Way

Page 24: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 12a S Washington St @ S 60th St Date of Count: Tues 11/16/2010

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Washington S Washington S 60th St S 60th St Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 1 1 0 0 0 1 0 0 0 4 1 1 0 1 2 2 13

7:30 A 0 0 0 0 0 1 0 0 2 3 3 0 0 0 1 1 9

7:45 A 0 1 0 0 1 2 0 0 0 0 1 0 2 1 3 4 12

8:00 A 0 1 0 2 0 0 0 1 0 3 1 1 1 0 6 5 20

8:15 A 1 1 2 2 1 0 0 2 1 1 3 0 0 0 2 1 14

8:30 A 0 1 2 2 1 1 0 0 0 3 3 0 1 1 2 2 17

8:45 A 0 0 2 1 0 1 2 1 1 2 4 0 1 1 4 1 19

9:00 A 0 0 0 0 0 1 3 2 0 0 0 0 0 3 3 3 15

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 2 5 6 7 3 7 5 6 4 16 16 2 5 7 23 19 119

Peak Hour: 7:45 AM to 8:45 AM

Total 1 3 6 7 2 2 2 4 2 9 11 1 3 2 14 9 70

Approach 16 8 21 25 70

%HV 6.3% 25.0% 9.5% 12.0% 11.4%

PHF 0.80 0.50 0.88 0.57 0.88

S Washington21

16 5

0 Bike

S 60th St 7 6 3 0 Ped S 60th St1

20 Ped 1 11 21

Bike 0 9 42

45 2 0 Bike

25 14 7:45 AM to 8:45 AM 5 Ped 21

9

PEDs across: N S E W Ped 0 2 2 4 80 1.0 PHF Peak Hour Volume

INT 01 1 1 Bike 0 PHF %HV

INT 02 5 1 6 EB 0.57 12.0%

INT 03 1 1 24 8 Check WB 0.88 9.5%INT 04 1 1 In: 70 NB 0.50 25.0%

INT 05 2 1 3 32 Out: 70 SB 0.80 6.3%

INT 06 2 2 S Washington Intersection 0.88 11.4%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0 All parking lots on the south are

INT 10 0 INT 03 No Bikes 0 included as if they were one.

INT 11 0 INT 04 0 In the AM, the car dealership juggled INT 12 0 INT 05 0 to various parking areas. No internal

5 0 7 2 14 INT 06 0 "juggling" was included in the count.

INT 07 0 Washington Gate was open at 5:45 AMINT 08 0 Gate closed at 11:00 PM

0 0 0 0 0 L 12a S Washington St @ S 60th St

Page 25: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

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WBE/DBE

Intersection: L 12p S Washington St @ S 60th St Date of Count: Tues 11/16/2010

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Washington S Washington S 60th St S 60th St Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 0 1 1 6 1 3 2 2 2 0 4 0 2 4 7 1 31

4:30 P 0 1 1 6 0 1 1 1 0 0 4 1 0 1 4 0 21

4:45 P 0 1 0 1 0 3 1 4 1 0 4 0 0 1 9 1 25

5:00 P 0 0 0 3 0 3 1 1 0 0 4 0 0 1 3 0 16

5:15 P 0 0 0 6 0 2 1 4 1 3 3 0 1 4 3 0 26

5:30 P 1 0 0 3 0 0 1 0 0 0 2 0 0 0 3 0 9

5:45 P 0 0 0 6 0 0 0 2 1 0 5 0 0 0 4 0 17

6:00 P 0 0 0 4 0 1 0 1 1 1 2 0 0 0 1 0 10

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 1 3 2 35 1 13 7 15 6 4 28 1 3 11 34 2 155

Peak Hour: 4:00 PM to 5:00 PM

Total 0 3 2 16 1 10 5 8 3 0 16 1 2 7 23 2 93

Approach 21 23 17 32 93

%HV n/a 4.3% 17.6% 6.3% 6.5%

PHF 0.66 0.72 0.85 0.67 0.75

S Washington34

21 13

0 Bike

S 60th St 16 2 3 0 Ped S 60th St1

42 Ped 0 16 17

Bike 0 0 51

74 7 0 Bike

32 23 4:00 PM to 5:00 PM 6 Ped 34

2

PEDs across: N S E W Ped 0 10 5 8 124 1.0 PHF Peak Hour Volume

INT 01 0 Bike 0 PHF %HV

INT 02 1 1 EB 0.67 6.3%

INT 03 3 3 4 23 Check WB 0.85 17.6%INT 04 2 2 In: 93 NB 0.72 4.3%

INT 05 2 4 6 27 Out: 93 SB 0.66 n/a

INT 06 0 S Washington Intersection 0.75 6.5%

INT 07 2 2 4 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0 All parking lots on the south are

INT 10 0 INT 03 No Bikes 0 included as if they were one.

INT 11 0 INT 04 0 3:50 to 4:09 A car carrier truck blocksINT 12 0 INT 05 0 the WB lane, vehicles drive around.

4 0 12 0 16 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 12p S Washington St @ S 60th St

Page 26: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

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WBE/DBE

Intersection: S 60th St @ S Adams St Date of Count: Weds 11-17-2010

Location: Tacoma Checked By: JP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Adams St S Adams St S 60th St S 60th St Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 0 0 14 0 3 0 12 1 0 0 0 0 0 0 0 1 28

7:30 A 1 3 9 0 1 0 16 2 0 1 0 0 0 0 0 0 31

7:45 A 1 2 11 0 1 0 16 8 1 1 0 1 0 0 0 0 39

8:00 A 3 9 12 0 0 0 17 3 0 1 0 2 0 0 0 0 44

8:15 A 0 3 15 0 1 0 14 4 0 2 0 1 0 0 0 0 39

8:30 A 1 1 9 0 2 1 10 3 1 4 0 1 0 0 0 0 29

8:45 A 0 1 14 0 2 1 13 2 0 1 0 0 0 0 0 0 32

9:00 A 1 4 13 0 0 0 14 6 0 2 0 1 0 1 0 0 41

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 7 23 97 0 10 2 112 29 2 12 0 6 0 1 0 1 283

Peak Hour: 7:15 AM to 8:15 AM

Total 5 17 47 0 3 0 63 17 1 5 0 4 0 0 0 0 153

Approach 64 80 9 0 153

%HV 7.8% 3.8% 11.1% n/a 5.9%

PHF 0.76 0.83 0.75 n/a 0.87

S Adams St131

64 67

0 Bike

S 60th St 0 47 17 2 Ped S 60th St4

0 Ped 0 0 9

Bike 0 5 43

0 0 0 Bike

0 0 7:15 AM to 8:15 AM 0 Ped 34

0

PEDs across: N S E W Ped 0 0 63 17 176 1.0 PHF Peak Hour Volume

INT 01 1 1 Bike 0 PHF %HV

INT 02 0 EB n/a n/a

INT 03 0 52 80 Check WB 0.75 11.1%INT 04 2 2 In: 153 NB 0.83 3.8%

INT 05 0 132 Out: 153 SB 0.76 7.8%

INT 06 0 S Adams St Intersection 0.87 5.9%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 1 1 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0

INT 11 0 INT 04 0INT 12 0 INT 05 0

3 0 0 0 3 INT 06 0

INT 07 0INT 08 0

1 0 0 0 1 L 13A S 60th St @ S Adams St

Page 27: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: S 60th St @ S Adams St Date of Count: Weds 11-17-2010

Location: Tacoma Checked By: JP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Adams St S Adams St S 60th St S 60th St Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 1 2 32 0 0 0 14 4 0 5 0 1 0 0 0 1 59

4:30 P 2 1 25 0 0 0 12 3 0 7 0 1 0 0 0 0 49

4:45 P 1 4 25 0 0 0 8 1 0 11 0 4 0 0 0 0 53

5:00 P 0 2 27 0 0 0 12 4 1 6 0 2 0 0 0 0 53

5:15 P 0 3 37 0 0 0 9 2 1 9 0 4 0 0 0 0 64

5:30 P 1 3 41 0 0 0 7 0 0 5 0 2 0 0 0 0 58

5:45 P 0 3 41 0 0 0 13 0 0 5 0 3 0 0 0 0 65

6:00 P 0 1 21 0 0 0 11 1 1 4 0 0 0 0 0 0 38

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 5 19 249 0 0 0 86 15 3 52 0 17 0 0 0 1 439

Peak Hour: 4:45 PM to 5:45 PM

Total 1 11 146 0 0 0 41 6 2 25 0 11 0 0 0 0 240

Approach 157 47 36 0 240

%HV 0.6% n/a 5.6% n/a 1.3%

PHF 0.89 0.73 0.69 n/a 0.92

S Adams St209

157 52

0 Bike

S 60th St 0 146 11 0 Ped S 60th St11

0 Ped 0 0 36

Bike 0 25 53

0 0 0 Bike

0 0 4:45 PM to 5:45 PM 0 Ped 17

0

PEDs across: N S E W Ped 1 0 41 6 260 1.0 PHF Peak Hour Volume

INT 01 0 Bike 1 PHF %HV

INT 02 0 EB n/a n/a

INT 03 0 171 47 Check WB 0.69 5.6%INT 04 0 In: 240 NB 0.73 n/a

INT 05 0 218 Out: 240 SB 0.89 0.6%

INT 06 0 S Adams St Intersection 0.92 1.3%

INT 07 1 1 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0

INT 11 0 INT 04 0INT 12 0 INT 05 0

0 1 0 0 1 INT 06 0

INT 07 1 1INT 08 0

0 1 0 0 1 L 13P S 60th St @ S Adams St

Page 28: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: S 60th St @ S Tacoma Way Date of Count: Tues 11-16-2010

Location: Tacoma Checked By: JP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Tacoma Way S Tacoma Way S 60th St S 60th St Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 0 0 36 2 5 7 52 0 0 0 0 0 1 0 0 1 98

7:30 A 9 0 48 4 8 4 89 0 0 2 1 0 0 1 0 0 149

7:45 A 4 0 59 1 8 1 82 0 0 0 0 1 1 4 2 0 150

8:00 A 7 0 83 3 5 3 105 0 0 1 1 0 0 2 1 2 201

8:15 A 4 1 67 2 9 2 95 0 0 0 0 1 0 2 0 2 172

8:30 A 7 1 68 2 9 3 108 0 0 0 1 0 0 0 0 1 184

8:45 A 8 0 89 1 7 3 91 0 0 2 1 1 0 1 1 0 190

9:00 A 7 0 81 0 8 0 95 1 0 2 0 1 1 4 1 2 187

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 46 2 531 15 59 23 717 1 0 7 4 4 3 14 5 8 1331

Peak Hour: 7:45 AM to 8:45 AM

Total 26 2 307 8 30 11 399 0 0 3 3 2 0 5 2 5 747

Approach 317 410 8 12 747

%HV 8.2% 7.3% n/a n/a 7.5%

PHF 0.88 0.92 0.50 0.60 0.93

S Tacoma Way723

317 406

0 Bike

S 60th St 8 307 2 0 Ped S 60th St2

22 Ped 1 3 8

Bike 0 3 12

34 5 0 Bike

12 2 7:45 AM to 8:45 AM 0 Ped 4

5

PEDs across: N S E W Ped 1 11 399 0 804 1.0 PHF Peak Hour Volume

INT 01 0 Bike 0 PHF %HV

INT 02 0 EB 0.60 n/a

INT 03 2 2 315 410 Check WB 0.50 n/aINT 04 0 In: 747 NB 0.92 7.3%

INT 05 0 725 Out: 747 SB 0.88 8.2%

INT 06 1 1 S Tacoma Way Intersection 0.93 7.5%

INT 07 1 1 Bicycles From: N S E W

INT 08 1 3 4 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0

INT 11 0 INT 04 0INT 12 0 INT 05 0

0 2 5 1 8 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 14A S60th St @ S Tacoma Way

Page 29: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: S 60th St @ S Tacoma Way Date of Count: Tues 11-16-2010

Location: Tacoma Checked By: JP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Tacoma Way S Tacoma Way S 60th St S 60th St Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 7 0 171 1 3 1 160 0 1 2 2 3 0 1 0 7 348

4:30 P 5 0 182 3 11 0 163 5 0 2 2 8 0 1 0 5 371

4:45 P 7 2 182 2 3 0 150 3 0 3 1 4 0 4 0 7 358

5:00 P 5 2 183 3 5 0 154 0 0 2 1 4 0 1 5 0 355

5:15 P 3 1 181 1 4 4 152 1 0 2 0 4 0 2 1 4 353

5:30 P 7 0 193 1 1 0 162 0 0 3 0 2 0 1 0 2 364

5:45 P 5 3 153 4 3 1 138 1 0 1 0 3 0 2 0 5 311

6:00 P 4 1 126 2 2 1 153 2 0 1 0 1 0 0 1 1 289

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 43 9 1371 17 32 7 1232 12 1 16 6 29 0 12 7 31 2749

Peak Hour: 4:15 PM to 5:15 PM

Total 20 5 728 9 23 4 619 9 0 9 4 20 0 8 6 16 1437

Approach 742 632 33 30 1437

%HV 2.7% 3.6% n/a n/a 3.0%

PHF 0.99 0.94 0.69 0.68 0.97

S Tacoma Way1389

742 647

0 Bike

S 60th St 9 728 5 0 Ped S 60th St20

17 Ped 2 4 33

Bike 0 9 53

47 8 0 Bike

30 6 4:15 PM to 5:15 PM 2 Ped 20

16

PEDs across: N S E W Ped 0 4 619 9 1484 1.0 PHF Peak Hour Volume

INT 01 1 2 3 Bike 0 PHF %HV

INT 02 1 1 EB 0.68 n/a

INT 03 0 753 632 Check WB 0.69 n/aINT 04 0 In: 1437 NB 0.94 3.6%

INT 05 1 2 3 1385 Out: 1437 SB 0.99 2.7%

INT 06 2 2 S Tacoma Way Intersection 0.97 3.0%

INT 07 1 1 Bicycles From: N S E W

INT 08 1 1 2 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0

INT 11 0 INT 04 0INT 12 0 INT 05 0

1 2 5 4 12 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 14P S 60th St @ S Tacoma Way

Page 30: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 15 A S 56th St S Washington St Date of Count: Tues 11/16/2010

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Washington St S Washington St S 56th St S 56th St Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 1 0 1 18 1 0 3 0 2 0 84 9 7 53 147 1 316

7:30 A 4 1 1 31 0 1 1 0 4 0 101 12 5 67 121 2 338

7:45 A 0 1 3 28 1 4 7 0 4 0 117 7 6 85 160 1 413

8:00 A 4 11 4 37 1 3 3 0 7 0 178 14 8 85 165 4 504

8:15 A 4 5 8 33 1 1 2 1 6 2 132 14 5 63 147 6 414

8:30 A 4 7 6 25 0 0 7 0 9 0 136 13 9 64 134 2 394

8:45 A 4 6 9 41 0 3 4 0 4 0 110 21 6 62 128 2 386

9:00 A 3 6 2 52 0 1 4 0 14 1 136 5 6 63 132 4 406

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 24 37 34 265 4 13 31 1 50 3 994 95 52 542 1134 22 3171

Peak Hour: 7:30 AM to 8:30 AM

Total 12 24 21 123 3 8 19 1 26 2 563 48 28 297 606 13 1725

Approach 168 28 613 916 1725

%HV 7.1% 10.7% 4.2% 3.1% 4.0%

PHF 0.81 0.64 0.80 0.90 0.86

S Washington St532

168 364

0 Bike

S 56th St 123 21 24 2 Ped S 56th St48

694 Ped 0 563 613

Bike 0 2 1244

1610 297 0 Bike

916 606 7:30 AM to 8:30 AM 0 Ped 631

13

PEDs across: N S E W Ped 1 8 19 1 2016 1.0 PHF Peak Hour Volume

INT 01 1 1 Bike 0 PHF %HV

INT 02 3 1 4 EB 0.90 3.1%

INT 03 2 2 36 28 Check WB 0.80 4.2%INT 04 0 In: 1725 NB 0.64 10.7%

INT 05 0 64 Out: 1725 SB 0.81 7.1%

INT 06 1 1 S Washington St Intersection 0.86 4.0%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0INT 11 0 INT 04 0

INT 12 0 INT 05 0

6 2 0 0 8 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 15 A S 56th St S Washington St

Page 31: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

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WBE/DBE

Intersection: L 15 P S 56th St Washington St Date of Count: Tues 11/16/2010

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Washington St Washington St S 56th St S 56th St Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 2 18 7 140 2 5 6 2 3 1 183 15 10 52 179 10 618

4:30 P 2 7 22 150 1 2 8 3 6 2 219 11 7 50 142 8 624

4:45 P 2 15 11 122 0 7 9 2 4 4 202 11 5 59 200 6 648

5:00 P 3 14 13 129 0 3 2 3 4 1 179 9 11 54 191 9 607

5:15 P 2 18 14 141 0 1 5 1 2 0 193 11 3 39 194 4 621

5:30 P 1 12 13 132 0 6 4 1 1 1 229 6 4 62 165 4 635

5:45 P 1 9 12 146 0 2 2 0 1 1 206 7 2 54 152 3 594

6:00 P 1 11 4 110 1 3 3 0 3 1 169 8 1 57 159 0 525

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 14 104 96 1070 4 29 39 12 24 11 1580 78 43 427 1382 44 4872

Peak Hour: 4:30 PM to 5:30 PM

Total 8 59 51 524 0 17 20 7 11 6 803 37 23 214 750 23 2511

Approach 634 44 846 987 2511

%HV 1.3% n/a 1.3% 2.3% 1.7%

PHF 0.92 0.61 0.90 0.93 0.97

Washington St905

634 271

0 Bike

S 56th St 524 51 59 0 Ped S 56th St37

1344 Ped 0 803 846

Bike 0 6 1662

2331 214 0 Bike

987 750 4:30 PM to 5:30 PM 0 Ped 816

23

PEDs across: N S E W Ped 0 17 20 7 2592 1.0 PHF Peak Hour Volume

INT 01 0 Bike 0 PHF %HV

INT 02 0 EB 0.93 2.3%

INT 03 0 80 44 Check WB 0.90 1.3%INT 04 No Peds 0 In: 2511 NB 0.61 n/a

INT 05 0 124 Out: 2511 SB 0.92 1.3%

INT 06 0 Washington St Intersection 0.97 1.7%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0INT 11 0 INT 04 No Bikes 0

INT 12 0 INT 05 0

0 0 0 0 0 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 15 P S 56th St Washington St

Page 32: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 16 A S 56th St n Adams n Burlington Way Date of Count: Tues 11/16/2010

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Burlington Way Adams S 56th St S 56th St Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 0 1 0 0 1 2 0 11 2 12 88 6 5 3 187 4 314

7:30 A 0 0 1 0 1 2 0 10 8 13 113 7 4 4 194 2 346

7:45 A 0 1 0 0 1 0 0 14 5 6 141 11 9 5 230 7 415

8:00 A 1 1 0 2 4 2 0 7 12 12 201 7 6 9 267 7 515

8:15 A 0 2 1 1 2 1 0 11 8 5 159 2 3 2 195 2 381

8:30 A 0 0 0 0 1 1 0 12 14 12 151 4 10 3 204 2 389

8:45 A 0 3 1 1 2 0 1 11 6 9 140 3 6 1 169 5 344

9:00 A 0 1 0 1 0 2 0 10 19 21 167 3 8 0 193 4 402

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 1 9 3 5 12 10 1 86 74 90 1160 43 51 27 1639 33 3106

Peak Hour: 7:30 AM to 8:30 AM

Total 1 4 1 3 8 4 0 44 39 35 652 24 28 19 896 18 1700

Approach 8 48 711 933 1700

%HV 12.5% 16.7% 5.5% 3.0% 4.5%

PHF 0.50 0.86 0.81 0.82 0.83

Burlington Way51

8 43

0 Bike

S 56th St 3 1 4 5 Ped S 56th St24

659 Ped 0 652 711

Bike 0 35 1655

1592 19 0 Bike

933 896 7:30 AM to 8:30 AM 0 Ped 944

18

PEDs across: N S E W Ped 0 4 0 44 2060 1.0 PHF Peak Hour Volume

INT 01 1 1 Bike 0 PHF %HV

INT 02 3 1 4 EB 0.82 3.0%

INT 03 3 3 54 48 Check WB 0.81 5.5%INT 04 1 1 In: 1700 NB 0.86 16.7%

INT 05 0 102 Out: 1700 SB 0.50 12.5%

INT 06 1 1 Adams Intersection 0.83 4.5%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0INT 11 0 INT 04 0

INT 12 0 INT 05 0

9 1 0 0 10 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0L 16 A S 56th St n Adams n Burlington Way

Page 33: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 16 P S 56th St n Adams n Burlington Way Date of Count: Tues 11/16/2010

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Burlington Way Adams S 56th St S 56th St Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 0 0 0 15 2 3 0 11 6 28 330 6 7 0 220 6 619

4:30 P 2 2 0 6 0 0 0 12 7 25 354 1 7 2 200 10 612

4:45 P 0 0 0 12 0 4 0 14 9 37 309 2 5 6 244 8 636

5:00 P 0 0 0 5 1 1 1 20 5 31 289 2 7 3 231 6 589

5:15 P 0 0 0 10 1 6 0 14 4 26 331 1 2 1 220 5 614

5:30 P 0 0 1 5 0 0 0 8 1 22 357 0 4 2 229 7 631

5:45 P 0 0 0 3 0 5 0 16 1 33 330 3 3 4 204 6 604

6:00 P 0 0 0 1 0 1 0 7 4 17 268 1 0 0 200 2 497

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 2 2 1 57 4 20 1 102 37 219 2568 16 35 18 1748 50 4802

Peak Hour: 4:30 PM to 5:30 PM

Total 0 0 1 32 2 11 1 56 19 116 1286 5 18 12 924 26 2470

Approach 33 68 1407 962 2470

%HV n/a 2.9% 1.4% 1.9% 1.6%

PHF 0.69 0.77 0.93 0.93 0.97

Burlington Way51

33 18

0 Bike

S 56th St 32 1 0 2 Ped S 56th St5

1329 Ped 0 1286 1407

Bike 1 116 2387

2291 12 0 Bike

962 924 4:30 PM to 5:30 PM 1 Ped 980

26

PEDs across: N S E W Ped 1 11 1 56 2544 1.0 PHF Peak Hour Volume

INT 01 2 2 4 Bike 0 PHF %HV

INT 02 4 1 1 6 EB 0.93 1.9%

INT 03 1 1 2 143 68 Check WB 0.93 1.4%INT 04 1 1 In: 2470 NB 0.77 2.9%

INT 05 0 211 Out: 2470 SB 0.69 n/a

INT 06 1 1 Adams Intersection 0.97 1.6%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 1 1 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 1 1INT 11 0 INT 04 0

INT 12 0 INT 05 0

8 4 1 1 14 INT 06 0

INT 07 0INT 08 0

0 0 0 2 2L 16 P S 56th St n Adams n Burlington Way

Page 34: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 17 A S 56th St S Tacoma Way Date of Count: Tues 11/16/2010

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Tacoma Way S Tacoma Way S 56th St S 56th St Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 0 7 22 1 1 12 30 5 2 3 84 8 6 2 143 10 327

7:30 A 8 5 38 3 3 15 62 3 5 5 99 5 5 5 124 4 368

7:45 A 2 6 45 3 9 15 58 9 2 6 107 6 4 6 155 5 421

8:00 A 4 15 55 3 3 30 58 8 7 12 160 6 9 7 157 12 523

8:15 A 7 15 48 6 9 33 59 16 4 12 106 5 3 8 140 10 458

8:30 A 7 8 47 4 7 27 68 9 9 14 116 8 9 3 133 7 444

8:45 A 4 13 57 6 3 18 49 7 3 10 103 3 5 6 124 11 407

9:00 A 7 14 54 4 8 15 69 9 9 13 124 6 5 7 112 14 441

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 39 83 366 30 43 165 453 66 41 75 899 47 46 44 1088 73 3389

Peak Hour: 7:30 AM to 8:30 AM

Total 20 44 195 16 28 105 243 42 22 44 489 25 25 24 585 34 1846

Approach 255 390 558 643 1846

%HV 7.8% 7.2% 3.9% 3.9% 5.1%

PHF 0.87 0.90 0.78 0.91 0.88

S Tacoma Way547

255 292

0 Bike

S 56th St 16 195 44 8 Ped S 56th St25

610 Ped 0 489 558

Bike 1 44 1229

1253 24 0 Bike

643 585 7:30 AM to 8:30 AM 8 Ped 671

34

PEDs across: N S E W Ped 1 105 243 42 2092 1.0 PHF Peak Hour Volume

INT 01 1 1 2 Bike 0 PHF %HV

INT 02 1 1 1 3 EB 0.91 3.9%

INT 03 3 5 8 273 390 Check WB 0.78 3.9%INT 04 2 2 In: 1846 NB 0.90 7.2%

INT 05 0 663 Out: 1846 SB 0.87 7.8%

INT 06 5 1 1 7 S Tacoma Way Intersection 0.88 5.1%

INT 07 3 1 1 5 Bicycles From: N S E W

INT 08 1 1 2 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 1 1INT 11 0 INT 04 0

INT 12 0 INT 05 0

13 3 10 3 29 INT 06 0

INT 07 0INT 08 0

0 0 0 1 1 L 17 A S 56th St S Tacoma Way

Page 35: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 17 P S Tacoma Wy S 56th St Date of Count: Tues 12/7/2010 Reset

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Tacoma Wy S Tacoma Wy S 56th St S 56th St Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 6 27 142 4 6 36 123 20 10 11 155 10 12 22 158 22 730

4:30 P 8 19 144 13 7 25 112 25 6 10 156 8 5 13 139 26 690

4:45 P 3 20 155 21 4 24 112 19 8 17 160 6 9 18 186 17 755

5:00 P 5 19 138 18 9 34 120 23 5 19 180 14 2 12 162 19 758

5:15 P 2 22 158 20 4 29 115 26 3 22 181 11 5 19 177 12 792

5:30 P 5 14 150 14 2 24 120 23 3 16 153 5 3 7 161 18 705

5:45 P 2 23 118 18 4 16 94 26 1 12 168 7 2 15 174 15 686

6:00 P 3 15 110 9 2 20 98 27 4 17 168 10 1 8 123 15 620

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 34 159 1115 117 38 208 894 189 40 124 1321 71 39 114 1280 144 5736

Peak Hour: 4:30 PM to 5:30 PM

Total 15 75 601 73 19 111 467 91 19 74 674 36 19 56 686 66 3010

Approach 749 669 784 808 3010

%HV 2.0% 2.8% 2.4% 2.4% 2.4%

PHF 0.94 0.94 0.92 0.91 0.95

S Tacoma Wy1308

749 559

0 Bike

S 56th St 73 601 75 3 Ped S 56th St36

858 Ped 0 674 784

Bike 0 74 1636

1666 56 0 Bike

808 686 4:30 PM to 5:30 PM 2 Ped 852

66

PEDs across: N S E W Ped 1 111 467 91 3168 1.0 PHF Peak Hour Volume

INT 01 1 1 Bike 0 PHF %HV

INT 02 1 4 3 8 EB 0.91 2.4%

INT 03 1 1 2 741 669 Check WB 0.92 2.4%INT 04 2 1 3 In: 3010 NB 0.94 2.8%

INT 05 0 1410 Out: 3010 SB 0.94 2.0%

INT 06 1 1 S Tacoma Wy Intersection 0.95 2.4%

INT 07 2 1 3 Bicycles From: N S E W

INT 08 1 1 2 INT 01 0 Special Notes:

INT 09 0 INT 02 0 NB thrus backed-up into the i/s

INT 10 0 INT 03 No Bikes 0 Weather, constant rain

INT 11 0 INT 04 0INT 12 0 INT 05 0

4 9 3 4 20 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 17 P S Tacoma Wy S 56th St

Page 36: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 18 A Puget Sound Ave S 56th St Date of Count: Tues 11/16/2010

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Puget Sound Ave S Puget Sound Ave S 56th St S 56th St Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 1 2 1 1 2 0 4 4 1 7 85 4 9 0 134 2 244

4:30 P 1 3 3 4 0 1 7 8 5 6 105 5 7 7 119 3 271

4:45 P 0 1 7 1 2 0 14 7 6 9 124 2 8 5 158 4 332

5:00 P 0 3 6 4 0 0 9 13 8 12 171 7 12 2 163 8 398

5:15 P 1 6 3 2 1 1 7 8 4 7 121 8 6 4 156 11 334

5:30 P 0 3 6 3 0 2 10 1 8 9 135 8 11 4 142 5 328

5:45 P 0 5 2 6 0 2 8 5 7 10 113 6 7 3 149 0 309

6:00 P 1 4 6 10 1 3 10 8 14 5 144 5 6 5 130 6 336

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 4 27 34 31 6 9 69 54 53 65 998 45 66 30 1151 39 2552

Peak Hour: 4:30 PM to 5:30 PM

Total 1 13 22 10 3 3 40 29 26 37 551 25 37 15 619 28 1392

Approach 45 72 613 662 1392

%HV 2.2% 4.2% 4.2% 5.6% 4.8%

PHF 0.87 0.82 0.81 0.96 0.87

S Puget Sound Ave125

45 80

0 Bike

S 56th St 10 22 13 3 Ped S 56th St25

564 Ped 3 551 613

Bike 1 37 1274

1226 15 0 Bike

662 619 4:30 PM to 5:30 PM 4 Ped 661

28

PEDs across: N S E W Ped 2 3 40 29 1592 1.0 PHF Peak Hour Volume

INT 01 1 1 Bike 0 PHF %HV

INT 02 1 2 3 6 EB 0.96 5.6%

INT 03 1 1 2 4 87 72 Check WB 0.81 4.2%INT 04 1 1 In: 1392 NB 0.82 4.2%

INT 05 1 1 159 Out: 1392 SB 0.87 2.2%

INT 06 1 4 1 6 S Puget Sound Ave Intersection 0.87 4.8%

INT 07 1 1 Bicycles From: N S E W

INT 08 1 1 2 INT 01 1 1 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0INT 11 0 INT 04 0

INT 12 0 INT 05 0

6 5 7 4 22 INT 06 1 1

INT 07 0INT 08 0

0 0 1 1 2 L 18 A Puget Sound Ave S 56th St

Page 37: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

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WBE/DBE

Intersection: L 18 P Puget Sound Ave S 56th St Date of Count: Tues 11/16/2010

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Puget Sound Ave S Puget Sound Ave S 56th St S 56th St Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 0 9 11 7 2 10 6 10 6 14 181 6 8 4 188 9 455

4:30 P 1 10 10 4 1 0 9 10 7 12 215 8 3 5 169 12 464

4:45 P 1 4 13 8 0 5 14 10 4 18 176 6 4 6 201 4 465

5:00 P 0 8 21 6 1 3 16 21 5 9 170 3 7 1 190 13 461

5:15 P 0 16 11 6 1 1 13 13 2 16 182 7 3 9 198 2 474

5:30 P 0 12 14 6 0 2 10 15 3 14 204 5 4 5 196 6 489

5:45 P 1 8 16 6 0 3 11 10 1 9 189 5 1 4 171 6 438

6:00 P 0 7 10 6 0 3 11 9 3 11 174 10 0 7 181 2 431

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 3 74 106 49 5 27 90 98 31 103 1491 50 30 41 1494 54 3677

Peak Hour: 4:30 PM to 5:30 PM

Total 1 40 59 26 2 11 53 59 14 57 732 21 18 21 785 25 1889

Approach 125 123 810 831 1889

%HV 0.8% 1.6% 1.7% 2.2% 1.9%

PHF 0.89 0.77 0.91 0.98 0.97

S Puget Sound Ave220

125 95

0 Bike

S 56th St 26 59 40 8 Ped S 56th St21

769 Ped 7 732 810

Bike 0 57 1694

1600 21 0 Bike

831 785 4:30 PM to 5:30 PM 1 Ped 884

25

PEDs across: N S E W Ped 4 11 53 59 1956 1.0 PHF Peak Hour Volume

INT 01 1 1 Bike 1 PHF %HV

INT 02 4 4 8 EB 0.98 2.2%

INT 03 2 1 2 5 141 123 Check WB 0.91 1.7%INT 04 1 1 In: 1889 NB 0.77 1.6%

INT 05 3 2 3 8 264 Out: 1889 SB 0.89 0.8%

INT 06 3 1 2 6 S Puget Sound Ave Intersection 0.97 1.9%

INT 07 2 1 1 4 Bicycles From: N S E W

INT 08 1 1 2 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 1 1INT 11 0 INT 04 0

INT 12 0 INT 05 0

15 7 1 12 35 INT 06 0

INT 07 0INT 08 0

0 1 0 0 1 L 18 P Puget Sound Ave S 56th St

Page 38: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: S 50th St @ S Adams St Date of Count: Tues 11-16-2010

Location: Tacoma Checked By: JP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Adams St 0 S 50th St S 50th St Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 0 1 0 0 0 0 0 0 1 0 2 0 1 0 1 0 4

7:30 A 0 1 0 1 0 0 0 0 1 0 10 2 1 1 1 0 16

7:45 A 0 1 0 1 0 0 0 0 0 0 10 2 1 1 4 0 19

8:00 A 1 1 0 1 0 0 0 0 0 0 11 1 1 1 10 0 25

8:15 A 0 2 0 1 0 0 0 0 0 0 7 2 2 0 7 0 19

8:30 A 0 1 0 1 0 0 0 0 0 0 7 2 2 1 6 0 18

8:45 A 0 2 0 1 0 0 0 0 1 0 3 2 0 1 0 0 9

9:00 A 0 1 0 2 0 0 0 0 2 0 5 1 0 0 4 0 13

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 1 10 0 8 0 0 0 0 5 0 55 12 8 5 33 0 123

Peak Hour: 7:30 AM to 8:30 AM

Total 1 5 0 4 0 0 0 0 0 0 35 7 6 3 27 0 81

Approach 9 0 42 30 81

%HV 11.1% n/a n/a 20.0% 8.6%

PHF 0.75 n/a 0.88 0.68 0.81

S Adams St19

9 10

0 Bike

S 50th St 4 5 0 Ped S 50th St7

39 Ped 0 35 42

Bike 0 74

69 3 0 Bike

30 27 7:30 AM to 8:30 AM 0 Ped 32

PEDs across: N S E W 100 1.0 PHF Peak Hour Volume

INT 01 1 1 PHF %HV

INT 02 0 EB 0.68 20.0%

INT 03 0 Check WB 0.88 n/a

INT 04 0 In: 81 NB n/a n/aINT 05 0 Out: 81 SB 0.75 11.1%

INT 06 0 Intersection 0.81 8.6%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0

INT 11 0 INT 04 0INT 12 0 INT 05 0

1 0 0 0 1 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 19A S 50th St @ S Adams St

Page 39: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

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WBE/DBE

Intersection: L 19 P S Adams St S 50th St Date of Count: Tues 11/16/2010

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Adams St S Adams St S 50th St S 50th St Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 0 3 0 3 0 0 0 0 0 0 4 1 0 1 6 0 18

4:30 P 0 2 0 1 0 0 0 0 0 0 3 0 1 0 9 0 15

4:45 P 0 0 0 3 0 0 0 0 0 0 1 1 2 2 16 0 23

5:00 P 0 4 0 0 0 0 0 0 0 0 6 4 0 0 10 0 24

5:15 P 0 3 0 5 0 0 0 0 1 0 0 3 1 3 23 0 37

5:30 P 0 1 0 1 0 0 0 0 0 0 1 1 0 2 5 0 11

5:45 P 0 2 0 0 0 0 0 0 0 0 1 1 0 2 7 0 13

6:00 P 0 0 0 1 0 0 0 0 1 0 1 1 0 1 3 0 7

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 0 15 0 14 0 0 0 0 2 0 17 12 4 11 79 0 148

Peak Hour: 4:15 PM to 5:15 PM

Total 0 9 0 9 0 0 0 0 1 0 10 8 4 5 58 0 99

Approach 18 0 18 63 99

%HV n/a n/a 5.6% 6.3% 5.1%

PHF 0.56 n/a 0.45 0.61 0.67

S Adams St31

18 13

0 Bike

S 50th St 9 9 0 Ped S 50th St8

19 Ped 0 10 18

Bike 0 85

82 5 0 Bike

63 58 4:15 PM to 5:15 PM 0 Ped 67

PEDs across: N S E W 148 1.0 PHF Peak Hour Volume

INT 01 0 PHF %HV

INT 02 0 EB 0.61 6.3%

INT 03 0 Check WB 0.45 5.6%

INT 04 0 In: 99 NB n/a n/aINT 05 0 Out: 99 SB 0.56 n/a

INT 06 0 Intersection 0.67 5.1%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0

INT 11 0 INT 04 0INT 12 0 INT 05 0

0 0 0 0 0 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 19 P S Adams St S 50th St

Page 40: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

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WBE/DBE

Intersection: S 50th St @ S Burlington Way Date of Count: Tues 11-16-2010

Location: Tacoma Checked By: JP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Burlington Way S Burlington Way S 50th St 0 Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 0 0 0 0 1 0 0 2 1 1 0 1 0 0 0 0 4

7:30 A 0 0 0 0 1 0 1 2 0 8 0 3 0 0 0 0 14

7:45 A 0 0 0 0 1 0 1 6 0 9 0 2 0 0 0 0 18

8:00 A 0 0 1 0 1 0 1 10 1 9 0 3 0 0 0 0 24

8:15 A 0 0 0 0 2 0 0 7 0 5 0 3 0 0 0 0 15

8:30 A 1 0 1 0 3 0 1 7 0 3 0 5 0 0 0 0 17

8:45 A 0 0 2 0 0 0 1 1 0 1 0 3 0 0 0 0 8

9:00 A 0 0 1 0 0 0 1 4 1 6 0 1 0 0 0 0 13

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 1 0 5 0 9 0 6 39 3 42 0 21 0 0 0 0 113

Peak Hour: 7:30 AM to 8:30 AM

Total 1 0 2 0 7 0 3 30 1 26 0 13 0 0 0 0 74

Approach 2 33 39 0 74

%HV 50.0% 21.2% 2.6% n/a 12.2%

PHF 0.50 0.75 0.81 n/a 0.77

S Burlington Way18

2 16

0 Bike

0 0 2 0 0 Ped S 50th St13

0 Ped 0 0 39

Bike 0 26 69

0 0 0 Bike

0 0 7:30 AM to 8:30 AM 0 Ped 30

0

PEDs across: N S E W Ped 0 0 3 30 96 1.0 PHF Peak Hour Volume

INT 01 1 1 Bike 0 PHF %HV

INT 02 0 EB n/a n/a

INT 03 0 28 33 Check WB 0.81 2.6%INT 04 0 In: 74 NB 0.75 21.2%

INT 05 0 61 Out: 74 SB 0.50 50.0%

INT 06 0 S Burlington Way Intersection 0.77 12.2%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0

INT 11 0 INT 04 0INT 12 0 INT 05 0

0 1 0 0 1 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 20A S 50th St @ S Burlington Way

Page 41: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

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WBE/DBE

Intersection: L 20 P S 50th St S Burlington Way Date of Count: Tues 11/16/2010

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Burlington Way S Burlington Way S 50th St S 50th St Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 1 3 2 0 2 0 3 7 0 7 0 0 0 0 0 0 22

4:30 P 1 5 3 0 1 0 1 3 0 3 0 1 0 0 0 0 16

4:45 P 1 6 2 0 1 0 2 12 0 3 0 1 0 0 0 0 26

5:00 P 0 4 1 0 0 0 0 7 0 5 0 1 0 0 0 0 18

5:15 P 1 7 0 0 0 0 0 19 0 5 0 0 0 0 0 0 31

5:30 P 0 2 1 0 0 0 0 5 0 2 0 0 0 0 0 0 10

5:45 P 0 2 3 0 0 0 3 7 0 1 0 0 0 0 0 0 16

6:00 P 0 2 0 0 0 0 0 2 0 2 0 0 0 0 0 0 6

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 4 31 12 0 4 0 9 62 0 28 0 3 0 0 0 0 145

Peak Hour: 4:15 PM to 5:15 PM

Total 3 22 6 0 2 0 3 41 0 16 0 3 0 0 0 0 91

Approach 28 44 19 0 91

%HV 10.7% 4.5% n/a n/a 5.5%

PHF 0.88 0.58 0.79 n/a 0.73

S Burlington Way34

28 6

0 Bike

S 50th St 0 6 22 0 Ped S 50th St3

0 Ped 0 0 19

Bike 0 16 82

0 0 0 Bike

0 0 4:15 PM to 5:15 PM 0 Ped 63

0

PEDs across: N S E W Ped 0 0 3 41 124 1.0 PHF Peak Hour Volume

INT 01 0 Bike 0 PHF %HV

INT 02 0 EB n/a n/a

INT 03 0 22 44 Check WB 0.79 n/aINT 04 No Peds 0 In: 91 NB 0.58 4.5%

INT 05 0 66 Out: 91 SB 0.88 10.7%

INT 06 0 S Burlington Way Intersection 0.73 5.5%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0

INT 11 0 INT 04 No Bikes 0INT 12 0 INT 05 0

0 0 0 0 0 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 20 P S 50th St S Burlington Way

Page 42: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

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WBE/DBE

Intersection: S 35th St @ S Tacoma Way Date of Count: Weds 11-10-2010

Location: Tacoma Checked By: JP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S 35th St S 35th St S Tacoma Way S Tacoma Way Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 2 16 0 1 0 0 0 0 3 0 29 10 4 13 60 0 129

7:30 A 0 20 0 5 0 0 0 0 5 0 36 12 10 6 86 0 165

7:45 A 3 22 0 7 0 0 0 0 4 0 47 33 5 11 102 0 222

8:00 A 1 29 0 6 0 0 0 0 5 0 64 36 7 11 128 0 274

8:15 A 5 11 0 8 0 0 0 0 4 0 61 22 8 11 86 0 199

8:30 A 10 17 0 9 0 0 0 0 2 0 42 17 2 10 77 0 172

8:45 A 17 32 0 12 0 0 0 0 4 0 69 15 8 15 85 0 228

9:00 A 13 28 0 8 0 0 0 0 3 0 54 20 14 5 74 0 189

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 51 175 0 56 0 0 0 0 30 0 402 165 58 82 698 0 1578

Peak Hour: 7:45 AM to 8:45 AM

Total 33 89 0 35 0 0 0 0 15 0 236 90 25 47 376 0 873

Approach 124 0 326 423 873

%HV 26.6% n/a 4.6% 5.9% 8.4%

PHF 0.70 n/a 0.82 0.76 0.80

S 35th St261

124 137

0 Bike

S Tacoma Way 35 89 0 Ped S Tacoma Way90

271 Ped 2 236 326

Bike 1 791

694 47 0 Bike

423 376 7:45 AM to 8:45 AM 0 Ped 465

PEDs across: N S E W 1096 1.0 PHF Peak Hour Volume

INT 01 0 PHF %HV

INT 02 0 EB 0.76 5.9%

INT 03 0 Check WB 0.82 4.6%

INT 04 1 1 In: 873 NB n/a n/aINT 05 0 Out: 873 SB 0.70 26.6%

INT 06 0 Intersection 0.80 8.4%

INT 07 1 1 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 1 1

INT 11 0 INT 04 0INT 12 0 INT 05 0

0 0 0 2 2 INT 06 1 1

INT 07 0INT 08 0

0 0 0 2 2 L 21A S 35th St @ S Tacoma Way

Page 43: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

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WBE/DBE

Intersection: S 35th St @ S Tacoma Way Date of Count: Weds 11-10-2010

Location: Tacoma Checked By: JP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S 35th St S 35th St S Tacoma Way S Tacoma Way Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 3 34 0 9 0 0 0 0 6 0 146 30 5 12 95 0 326

4:30 P 1 21 0 10 0 0 0 0 3 0 138 32 6 11 117 0 329

4:45 P 3 48 0 18 0 0 0 0 10 0 166 42 8 12 98 0 384

5:00 P 0 26 0 6 0 0 0 0 5 0 151 38 7 10 98 0 329

5:15 P 0 27 0 5 0 0 0 0 5 0 169 35 7 13 119 0 368

5:30 P 1 19 0 9 0 0 0 0 5 0 142 31 6 12 101 0 314

5:45 P 1 24 0 2 0 0 0 0 4 0 122 33 2 9 75 0 265

6:00 P 1 8 0 1 0 0 0 0 2 0 119 24 1 2 73 0 227

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 10 207 0 60 0 0 0 0 40 0 1153 265 42 81 776 0 2542

Peak Hour: 4:15 PM to 5:15 PM

Total 4 122 0 39 0 0 0 0 23 0 624 147 28 46 432 0 1410

Approach 161 0 771 478 1410

%HV 2.5% n/a 3.0% 5.9% 3.9%

PHF 0.61 n/a 0.93 0.91 0.92

S 35th St354

161 193

0 Bike

S Tacoma Way 39 122 1 Ped S Tacoma Way147

663 Ped 1 624 771

Bike 1 1325

1141 46 1 Bike

478 432 4:15 PM to 5:15 PM 0 Ped 554

PEDs across: N S E W 1536 1.0 PHF Peak Hour Volume

INT 01 1 1 PHF %HV

INT 02 0 EB 0.91 5.9%

INT 03 0 Check WB 0.93 3.0%

INT 04 0 In: 1410 NB n/a n/aINT 05 1 1 2 Out: 1410 SB 0.61 2.5%

INT 06 0 Intersection 0.92 3.9%

INT 07 1 1 Bicycles From: N S E W

INT 08 1 1 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 1 1 2

INT 11 0 INT 04 0INT 12 0 INT 05 0

1 0 0 4 5 INT 06 0

INT 07 1 1INT 08 0

0 0 2 1 3 L 21P S 35th St @ S Tacoma Way

Page 44: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: S 35th ST @ S Lawrence St Date of Count: Weds 11-10-2010

Location: Tacoma Checked By: JP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Lawrence St S Lawrence St S 35th St S 35th St Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 2 0 0 3 0 0 0 0 2 0 15 8 1 5 17 0 48

7:30 A 3 0 0 9 0 0 0 0 3 0 13 5 2 6 22 0 55

7:45 A 1 1 0 11 0 0 0 0 3 0 39 6 4 5 29 0 91

8:00 A 2 0 0 18 0 0 0 0 1 0 38 7 2 8 31 0 102

8:15 A 2 0 0 11 0 0 0 0 3 0 30 2 5 6 20 0 69

8:30 A 4 1 0 7 0 0 0 0 3 0 21 8 11 11 26 0 74

8:45 A 7 3 0 15 0 0 0 0 4 0 25 5 18 15 34 0 97

9:00 A 2 2 0 5 0 0 0 0 3 0 24 4 16 10 30 0 75

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 23 7 0 79 0 0 0 0 22 0 205 45 59 66 209 0 611

Peak Hour: 7:45 AM to 8:45 AM

Total 15 4 0 51 0 0 0 0 11 0 114 22 36 40 111 0 342

Approach 55 0 136 151 342

%HV 27.3% n/a 8.1% 23.8% 18.1%

PHF 0.76 n/a 0.76 0.77 0.84

S Lawrence St117

55 62

0 Bike

S 35th St 51 4 0 Ped S 35th St22

165 Ped 0 114 136

Bike 0 251

316 40 1 Bike

151 111 7:45 AM to 8:45 AM 0 Ped 115

PEDs across: N S E W 408 1.0 PHF Peak Hour Volume

INT 01 0 PHF %HV

INT 02 1 1 EB 0.77 23.8%

INT 03 3 3 Check WB 0.76 8.1%

INT 04 0 In: 342 NB n/a n/aINT 05 0 Out: 342 SB 0.76 27.3%

INT 06 0 Intersection 0.84 18.1%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0

INT 11 0 INT 04 0INT 12 0 INT 05 0

3 0 1 0 4 INT 06 0

INT 07 1 1INT 08 0

0 0 1 0 1 L 22A S 35th St @ S Lawrence St

Page 45: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

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WBE/DBE

Intersection: S 35th ST @ S Lawrence St Date of Count: Weds 11-10-2010

Location: Tacoma Checked By: JP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Lawrence St S Lawrence St S 35th St S 35th St Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 0 2 0 11 0 0 0 0 3 0 34 7 4 4 36 0 94

4:30 P 0 3 0 6 0 0 0 0 2 0 38 1 0 0 31 0 79

4:45 P 1 3 0 11 0 0 0 0 5 0 48 5 3 17 65 0 149

5:00 P 1 1 0 10 0 0 0 0 1 0 47 3 1 7 32 0 100

5:15 P 0 1 0 4 0 0 0 0 2 0 44 2 0 4 29 0 84

5:30 P 0 1 0 3 0 0 0 0 1 0 43 3 1 5 26 0 81

5:45 P 0 0 0 0 0 0 0 0 1 0 37 1 1 2 26 0 66

6:00 P 0 0 0 3 0 0 0 0 1 0 25 1 0 1 7 0 37

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 2 11 0 48 0 0 0 0 16 0 316 23 10 40 252 0 690

Peak Hour: 4:00 PM to 5:00 PM

Total 2 9 0 38 0 0 0 0 11 0 167 16 8 28 164 0 422

Approach 47 0 183 192 422

%HV 4.3% n/a 6.0% 4.2% 5.0%

PHF 0.84 n/a 0.86 0.59 0.71

S Lawrence St91

47 44

0 Bike

S 35th St 38 9 0 Ped S 35th St16

205 Ped 0 167 183

Bike 0 356

397 28 1 Bike

192 164 4:00 PM to 5:00 PM 0 Ped 173

PEDs across: N S E W 596 1.0 PHF Peak Hour Volume

INT 01 0 PHF %HV

INT 02 0 EB 0.59 4.2%

INT 03 0 Check WB 0.86 6.0%

INT 04 0 In: 422 NB n/a n/aINT 05 0 Out: 422 SB 0.84 4.3%

INT 06 0 Intersection 0.71 5.0%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 1 1 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0

INT 11 0 INT 04 0INT 12 0 INT 05 0

0 0 0 0 0 INT 06 0

INT 07 0INT 08 0

0 0 1 0 1 L 22P S 35th St @ S Lawrence St

Page 46: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

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WBE/DBE

Intersection: S Pine St @ S Tacoma Way Date of Count: Weds 11-10-2010

Location: Tacoma Checked By: JP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Pine ST S Pine ST S Tacoma Way S Tacoma Way Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 0 10 61 14 3 10 57 14 3 6 19 20 4 10 59 6 286

7:30 A 5 16 72 9 3 6 78 16 5 7 23 20 5 17 77 7 348

7:45 A 2 14 81 12 2 14 81 21 4 10 31 14 4 22 72 8 380

8:00 A 2 29 134 23 1 14 129 20 1 4 54 17 2 39 92 24 579

8:15 A 2 18 106 15 3 10 81 17 5 11 54 24 2 21 64 12 433

8:30 A 1 8 73 12 2 16 70 20 2 15 35 10 1 24 61 7 351

8:45 A 3 11 80 18 1 14 71 9 2 21 51 9 7 15 62 11 372

9:00 A 2 15 71 16 2 7 79 7 1 11 42 13 7 9 59 13 342

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 17 121 678 119 17 91 646 124 23 85 309 127 32 157 546 88 3091

Peak Hour: 7:30 AM to 8:30 AM

Total 7 69 394 62 8 54 361 78 12 40 174 65 9 106 289 51 1743

Approach 525 493 279 446 1743

%HV 1.3% 1.6% 4.3% 2.0% 2.1%

PHF 0.71 0.76 0.78 0.72 0.75

S Pine ST1057

525 532

0 Bike

S Tacoma Way 62 394 69 0 Ped S Tacoma Way65

290 Ped 2 174 279

Bike 1 40 715

736 106 1 Bike

446 289 7:30 AM to 8:30 AM 1 Ped 436

51

PEDs across: N S E W Ped 0 54 361 78 2316 1.0 PHF Peak Hour Volume

INT 01 0 Bike 1 PHF %HV

INT 02 0 EB 0.72 2.0%

INT 03 0 485 493 Check WB 0.78 4.3%INT 04 1 1 In: 1743 NB 0.76 1.6%

INT 05 1 1 2 978 Out: 1743 SB 0.71 1.3%

INT 06 0 S Pine ST Intersection 0.75 2.1%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0

INT 11 0 INT 04 0INT 12 0 INT 05 1 1 2

0 0 1 2 3 INT 06 1 1

INT 07 1 1INT 08 0

0 1 1 2 4 L 23A S Pine St @ S Tacoma Way

Page 47: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: S Pine St @ S Tacoma Way Date of Count: Weds 11-10-2010

Location: Tacoma Checked By: JP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Pine ST S Pine ST S Tacoma Way S Tacoma Way Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 4 18 182 43 4 16 190 19 5 52 125 39 6 23 99 18 824

4:30 P 10 30 169 30 4 10 164 23 9 48 133 44 3 33 76 26 786

4:45 P 7 23 199 46 3 21 235 31 6 23 139 44 6 16 106 22 905

5:00 P 7 12 162 44 6 24 219 23 5 36 112 29 4 30 74 22 787

5:15 P 6 17 171 43 1 12 193 24 6 50 151 49 6 35 100 14 859

5:30 P 3 13 191 31 3 16 181 28 1 37 119 38 4 24 81 15 774

5:45 P 3 12 136 23 3 11 184 19 2 35 118 32 1 24 57 20 671

6:00 P 4 16 136 26 5 12 181 16 3 34 101 27 2 17 60 6 632

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 44 141 1346 286 29 122 1547 183 37 315 998 302 32 202 653 143 6238

Peak Hour: 4:15 PM to 5:15 PM

Total 30 82 701 163 14 67 811 101 26 157 535 166 19 114 356 84 3337

Approach 946 979 858 554 3337

%HV 3.2% 1.4% 3.0% 3.4% 2.7%

PHF 0.88 0.85 0.86 0.93 0.92

S Pine ST2037

946 1091

0 Bike

S Tacoma Way 163 701 82 0 Ped S Tacoma Way166

765 Ped 1 535 858

Bike 0 157 1397

1319 114 0 Bike

554 356 4:15 PM to 5:15 PM 2 Ped 539

84

PEDs across: N S E W Ped 2 67 811 101 3620 1.0 PHF Peak Hour Volume

INT 01 1 1 2 Bike 2 PHF %HV

INT 02 2 2 EB 0.93 3.4%

INT 03 1 1 942 979 Check WB 0.86 3.0%INT 04 1 1 2 In: 3337 NB 0.85 1.4%

INT 05 0 1921 Out: 3337 SB 0.88 3.2%

INT 06 0 S Pine ST Intersection 0.92 2.7%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 1 1 Special Notes:

INT 09 0 INT 02 1 1

INT 10 0 INT 03 1 1

INT 11 0 INT 04 0INT 12 0 INT 05 0

1 2 3 1 7 INT 06 0

INT 07 0INT 08 0

0 3 0 0 3 L 23P S Pine St @ S Tacoma Way

Page 48: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: L 24 A S Center S Cedar S Pine Date of Count: Wed 11/10/2010

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Cedar St S Pine St S. Center St S. Center St Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 0 14 60 6 7 14 47 9 3 8 38 23 2 22 94 29 364

7:30 A 0 14 64 21 8 14 77 9 4 1 45 15 11 26 31 31 348

7:45 A 1 17 85 25 1 17 91 9 2 3 53 46 7 21 36 36 439

8:00 A 5 28 120 24 2 25 147 14 4 7 62 30 7 31 51 51 590

8:15 A 1 26 91 21 2 18 107 6 4 10 43 21 7 16 25 25 409

8:30 A 1 10 84 10 6 17 91 10 3 4 42 22 4 21 17 17 345

8:45 A 0 17 78 13 5 22 90 13 2 7 55 18 5 18 34 34 399

9:00 A 8 11 91 15 4 21 102 11 6 19 63 13 8 22 25 25 418

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 16 137 673 135 35 148 752 81 28 59 401 188 51 177 313 248 3312

Peak Hour: 7:15 AM to 8:15 AM

Total 7 85 360 91 13 74 422 38 14 21 203 112 32 94 143 143 1786

Approach 536 534 336 380 1786

%HV 1.3% 2.4% 4.2% 8.4% 3.7%

PHF 0.78 0.72 0.82 0.71 0.76

S Cedar St1164

536 628

1 Bike

S. Center St 91 360 85 0 Ped S. Center St112

368 Ped 1 203 336

Bike 0 21 602

748 94 0 Bike

380 143 7:15 AM to 8:15 AM 0 Ped 266

143

PEDs across: N S E W Ped 1 74 422 38 2360 1.0 PHF Peak Hour Volume

INT 01 1 1 Bike 0 PHF %HV

INT 02 0 EB 0.71 8.4%

INT 03 0 524 534 Check WB 0.82 4.2%INT 04 1 1 In: 1786 NB 0.72 2.4%

INT 05 1 1 1058 Out: 1786 SB 0.78 1.3%

INT 06 0 S Pine St Intersection 0.76 3.7%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 1 1

INT 10 0 INT 03 0

INT 11 0 INT 04 0INT 12 0 INT 05 0

0 2 0 1 3 INT 06 1 1

INT 07 1 1INT 08 0

2 1 0 0 3 L 24 A S Center S Cedar S Pine

Page 49: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: L 24 P S Center S Cedar S Pine Date of Count: Wed 11/10/2010

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Cedar St S Pine St S. Center St S. Center St Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 4 35 158 27 2 68 173 13 7 28 169 37 2 19 106 46 879

4:30 P 5 21 174 36 3 75 172 12 5 19 159 36 15 12 102 35 853

4:45 P 3 30 169 33 2 61 211 18 0 24 165 44 7 24 89 43 911

5:00 P 5 34 176 37 2 74 207 12 4 20 165 29 4 13 97 24 888

5:15 P 1 38 181 43 0 79 198 7 0 24 161 38 5 18 84 27 898

5:30 P 0 35 168 29 2 60 167 11 2 18 190 34 4 9 102 36 859

5:45 P 1 34 129 22 0 59 174 8 1 21 127 31 2 14 69 19 707

6:00 P 1 27 120 20 3 63 159 7 1 17 106 22 3 13 60 27 641

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 20 254 1275 247 14 539 1461 88 20 171 1242 271 42 122 709 257 6636

Peak Hour: 4:30 PM to 5:30 PM

Total 9 137 694 142 6 274 783 48 6 86 681 145 20 64 372 130 3556

Approach 973 1105 912 566 3556

%HV 0.9% 0.5% 0.7% 3.5% 1.2%

PHF 0.93 0.94 0.94 0.91 0.98

S Cedar St1965

973 992

0 Bike

S. Center St 142 694 137 1 Ped S. Center St145

1097 Ped 0 681 912

Bike 0 86 1469

1663 64 0 Bike

566 372 4:30 PM to 5:30 PM 4 Ped 557

130

PEDs across: N S E W Ped 2 274 783 48 3644 1.0 PHF Peak Hour Volume

INT 01 1 1 Bike 1 PHF %HV

INT 02 0 EB 0.91 3.5%

INT 03 2 2 910 1105 Check WB 0.94 0.7%INT 04 1 1 2 In: 3556 NB 0.94 0.5%

INT 05 1 1 2 2015 Out: 3556 SB 0.93 0.9%

INT 06 1 1 S Pine St Intersection 0.98 1.2%

INT 07 2 2 Bicycles From: N S E W

INT 08 0 INT 01 1 1 Special Notes:

INT 09 0 INT 02 2 2

INT 10 0 INT 03 1 1

INT 11 0 INT 04 0INT 12 0 INT 05 0

4 2 4 0 10 INT 06 0

INT 07 0INT 08 0

0 4 0 0 4 L 24 P S Center S Cedar S Pine

Page 50: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: L 25 A Wilkeson St S Tacoma Way Date of Count: Tues 11/09/2010

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Wilkeson St S Wilkeson St S Tacoma Way S Tacoma Way Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 4 11 0 30 0 0 0 0 10 0 40 18 18 32 77 0 208

7:30 A 11 11 0 19 0 0 0 0 7 0 58 16 14 36 85 0 225

7:45 A 4 14 0 28 0 0 0 0 10 0 92 19 13 43 115 0 311

8:00 A 6 16 0 33 0 0 0 0 10 0 108 33 13 44 120 0 354

8:15 A 2 7 0 29 0 0 0 0 7 0 75 23 13 51 101 0 286

8:30 A 3 9 0 30 0 0 0 0 4 0 61 21 14 46 69 0 236

8:45 A 7 17 0 33 0 0 0 0 10 0 80 14 26 28 96 0 268

9:00 A 3 11 0 28 0 0 0 0 18 0 70 16 11 23 87 0 235

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 40 96 0 230 0 0 0 0 76 0 584 160 122 303 750 0 2123

Peak Hour: 7:30 AM to 8:30 AM

Total 15 46 0 120 0 0 0 0 31 0 336 96 53 184 405 0 1187

Approach 166 0 432 589 1187

%HV 9.0% n/a 7.2% 9.0% 8.3%

PHF 0.85 n/a 0.77 0.90 0.84

S Wilkeson St446

166 280

1 Bike

S Tacoma Way 120 46 1 Ped S Tacoma Way96

456 Ped 0 336 432

Bike 1 883

1045 184 0 Bike

589 405 7:30 AM to 8:30 AM 0 Ped 451

PEDs across: N S E W 1416 1.0 PHF Peak Hour Volume

INT 01 0 PHF %HV

INT 02 0 EB 0.90 9.0%

INT 03 0 Check WB 0.77 7.2%

INT 04 0 In: 1187 NB n/a n/aINT 05 0 Out: 1187 SB 0.85 9.0%

INT 06 1 1 Intersection 0.84 8.3%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 1 1

INT 10 0 INT 03 1 1INT 11 0 INT 04 1 1

INT 12 0 INT 05 0

1 0 0 0 1 INT 06 0

INT 07 0INT 08 1 1

1 0 0 3 4 L 25 A Wilkeson St S Tacoma Way

Page 51: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: L 25 P Wilkeson St S Tacoma Way Date of Count: Tues 11/09/2010

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Wilkeson St S Wilkeson St S Tacoma Way S Tacoma Way Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 8 45 0 70 0 0 0 0 22 0 159 18 8 33 118 0 443

4:30 P 8 34 0 59 0 0 0 0 15 0 165 22 5 34 130 0 444

4:45 P 6 40 0 46 0 0 0 0 20 0 201 17 6 34 182 0 520

5:00 P 6 26 0 54 0 0 0 0 12 0 186 24 6 51 157 0 498

5:15 P 4 38 0 83 0 0 0 0 8 0 146 17 8 36 138 0 458

5:30 P 4 38 0 69 0 0 0 0 6 0 183 15 8 35 124 0 464

5:45 P 1 24 0 52 0 0 0 0 6 0 133 19 4 27 97 0 352

6:00 P 1 18 0 40 0 0 0 0 8 0 128 24 3 33 82 0 325

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 38 263 0 473 0 0 0 0 97 0 1301 156 48 283 1028 0 3504

Peak Hour: 4:30 PM to 5:30 PM

Total 20 142 0 252 0 0 0 0 46 0 716 73 28 156 601 0 1940

Approach 394 0 789 757 1940

%HV 5.1% n/a 5.8% 3.7% 4.8%

PHF 0.81 n/a 0.90 0.88 0.93

S Wilkeson St623

394 229

1 Bike

S Tacoma Way 252 142 0 Ped S Tacoma Way73

968 Ped 0 716 789

Bike 0 1532

1725 156 1 Bike

757 601 4:30 PM to 5:30 PM 0 Ped 743

PEDs across: N S E W 2080 1.0 PHF Peak Hour Volume

INT 01 0 PHF %HV

INT 02 0 EB 0.88 3.7%

INT 03 0 Check WB 0.90 5.8%

INT 04 0 In: 1940 NB n/a n/aINT 05 0 Out: 1940 SB 0.81 5.1%

INT 06 0 Intersection 0.93 4.8%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 1 1

INT 10 0 INT 03 1 1INT 11 0 INT 04 0

INT 12 0 INT 05 1 1

0 0 0 0 0 INT 06 0

INT 07 0INT 08 0

1 0 1 1 3 L 25 P Wilkeson St S Tacoma Way

Page 52: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: L 26 A S Wilkeson S Center Date of Count: Tues 11/09/2010

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Wilkeson S Wilkeson S Center S Center Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 0 4 30 6 5 8 32 5 4 4 63 14 8 12 123 5 306

7:30 A 2 5 19 8 3 9 40 7 5 3 59 17 21 7 190 9 373

7:45 A 2 5 36 11 2 15 44 6 3 2 79 23 6 13 175 10 419

8:00 A 1 9 27 13 3 9 54 8 5 3 76 28 5 17 190 11 445

8:15 A 0 2 27 4 5 11 54 8 2 8 77 22 3 19 176 6 414

8:30 A 0 4 30 8 2 14 36 9 3 3 69 19 3 9 117 5 323

8:45 A 2 7 37 14 3 7 35 6 10 6 73 17 4 7 87 10 306

9:00 A 3 5 27 11 2 3 29 4 2 4 73 14 3 4 98 6 278

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 10 41 233 75 25 76 324 53 34 33 569 154 53 88 1156 62 2864

Peak Hour: 7:15 AM to 8:15 AM

Total 5 21 109 36 13 44 192 29 15 16 291 90 35 56 731 36 1651

Approach 166 265 397 823 1651

%HV 3.0% 4.9% 3.8% 4.3% 4.1%

PHF 0.80 0.91 0.93 0.94 0.93

S Wilkeson504

166 338

0 Bike

S Center 36 109 21 3 Ped S Center90

371 Ped 4 291 397

Bike 0 16 1178

1194 56 0 Bike

823 731 7:15 AM to 8:15 AM 5 Ped 781

36

PEDs across: N S E W Ped 4 44 192 29 1780 1.0 PHF Peak Hour Volume

INT 01 1 2 1 4 Bike 1 PHF %HV

INT 02 2 1 2 5 EB 0.94 4.3%

INT 03 1 4 2 7 161 265 Check WB 0.93 3.8%INT 04 1 1 1 3 In: 1651 NB 0.91 4.9%

INT 05 1 1 426 Out: 1651 SB 0.80 3.0%

INT 06 1 3 1 5 S Wilkeson Intersection 0.93 4.1%

INT 07 1 1 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 1 1 Workers block NB left turn lane

INT 10 0 INT 03 0 From 8:32 to 9:00 all NB vehicles

INT 11 0 INT 04 0 had to use the curb lane.INT 12 0 INT 05 0

4 9 7 6 26 INT 06 0

INT 07 0INT 08 0

0 1 0 0 1 L 26 A S Wilkeson S Center

Page 53: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: L 26 P S Wilkeson S Center Date of Count: Tues 11/09/2010

Location: Tacoma Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Wilkeson S Wilkeson S Center S Center Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 1 23 79 18 1 12 28 9 3 20 193 14 2 13 122 15 546

4:30 P 5 11 66 23 2 15 29 9 3 12 174 11 4 11 109 15 485

4:45 P 1 17 52 19 1 18 31 4 1 14 198 21 2 21 142 19 556

5:00 P 1 6 58 19 2 19 60 3 2 11 195 11 1 26 113 12 533

5:15 P 3 23 97 33 2 11 33 7 3 16 203 16 4 13 131 12 595

5:30 P 0 14 69 22 1 7 39 6 2 20 189 10 2 13 112 13 514

5:45 P 0 9 61 16 1 14 27 6 1 8 150 16 1 15 104 7 433

6:00 P 0 9 45 17 2 10 41 5 1 12 119 8 2 13 85 2 366

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 11 112 527 167 12 106 288 49 16 113 1421 107 18 125 918 95 4028

Peak Hour: 4:30 PM to 5:30 PM

Total 5 60 276 93 6 55 163 20 8 61 785 58 9 73 498 56 2198

Approach 429 238 904 627 2198

%HV 1.2% 2.5% 0.9% 1.4% 1.3%

PHF 0.70 0.73 0.96 0.86 0.92

S Wilkeson723

429 294

0 Bike

S Center 93 276 60 2 Ped S Center58

933 Ped 5 785 904

Bike 0 61 1482

1560 73 0 Bike

627 498 4:30 PM to 5:30 PM 1 Ped 578

56

PEDs across: N S E W Ped 2 55 163 20 2380 1.0 PHF Peak Hour Volume

INT 01 1 2 3 Bike 0 PHF %HV

INT 02 1 1 2 EB 0.86 1.4%

INT 03 1 1 2 4 393 238 Check WB 0.96 0.9%INT 04 0 In: 2198 NB 0.73 2.5%

INT 05 1 1 3 5 631 Out: 2198 SB 0.70 1.2%

INT 06 1 1 S Wilkeson Intersection 0.92 1.3%

INT 07 0 Bicycles From: N S E W

INT 08 1 1 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0

INT 11 0 INT 04 0INT 12 0 INT 05 0

3 3 2 8 16 INT 06 0

INT 07 2 2INT 08 0

0 0 2 0 2 L 26 P S Wilkeson S Center

Page 54: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: L 27 A S Alaska St S Tacoma Way Date of Count: Wed 11/17/2010 Reset

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Alaska St S Alaska St S Tacoma Way S Tacoma Way Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 0 0 0 1 0 0 0 0 5 0 46 1 12 3 87 0 138

7:30 A 0 0 0 0 0 0 0 0 3 0 67 3 8 3 109 0 182

7:45 A 0 1 0 0 0 0 0 0 6 0 107 1 10 1 129 0 239

8:00 A 0 0 0 1 0 0 0 0 6 0 120 1 10 1 119 0 242

8:15 A 0 0 0 0 0 0 0 0 6 0 96 1 4 2 94 0 193

8:30 A 0 1 0 1 0 0 0 0 2 0 80 1 7 0 93 0 176

8:45 A 1 2 0 1 0 0 0 0 4 0 78 0 16 1 101 0 183

9:00 A 0 0 0 1 0 0 0 0 13 0 83 2 8 0 96 0 182

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 1 4 0 5 0 0 0 0 45 0 677 10 75 11 828 0 1535

Peak Hour: 7:15 AM to 8:15 AM

Total 0 1 0 1 0 0 0 0 21 0 390 6 32 7 451 0 856

Approach 2 0 396 458 856

%HV n/a n/a 5.3% 7.0% 6.2%

PHF 0.50 n/a 0.82 0.88 0.88

S Alaska St15

2 13

0 Bike

S Tacoma Way 1 1 0 Ped S Tacoma Way6

391 Ped 0 390 396

Bike 1 848

849 7 1 Bike

458 451 7:15 AM to 8:15 AM 0 Ped 452

PEDs across: N S E W 968 1.0 PHF Peak Hour Volume

INT 01 0 PHF %HV

INT 02 0 EB 0.88 7.0%

INT 03 0 Check WB 0.82 5.3%

INT 04 0 In: 856 NB n/a n/aINT 05 0 Out: 856 SB 0.50 n/a

INT 06 0 Intersection 0.88 6.2%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 1 1

INT 10 0 INT 03 1 1INT 11 0 INT 04 0

INT 12 0 INT 05 0

0 0 0 0 0 INT 06 0

INT 07 0INT 08 1 1

0 0 2 1 3 L 27 A S Alaska St S Tacoma Way

Page 55: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: L 27 P S Alaska St S Tacoma Way Date of Count: Wed 11/17/2010 Reset

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Alaska St S Alaska St S Tacoma Way S Tacoma Way Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 0 4 0 3 0 0 0 0 10 0 175 0 8 0 153 0 335

4:30 P 0 2 0 4 0 0 0 0 16 0 206 2 5 1 169 0 384

4:45 P 0 3 0 2 0 0 0 0 17 0 176 1 5 0 188 0 370

5:00 P 0 0 0 1 0 0 0 0 11 0 197 0 3 0 141 0 339

5:15 P 0 0 0 0 0 0 0 0 11 0 186 1 5 3 219 0 409

5:30 P 0 1 0 1 0 0 0 0 12 0 182 0 1 0 163 0 347

5:45 P 0 1 0 3 0 0 0 0 6 0 169 1 2 0 151 0 325

6:00 P 0 0 0 0 0 0 0 0 6 0 119 0 3 0 85 0 204

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 0 11 0 14 0 0 0 0 89 0 1410 5 32 4 1269 0 2713

Peak Hour: 4:15 PM to 5:15 PM

Total 0 5 0 7 0 0 0 0 55 0 765 4 18 4 717 0 1502

Approach 12 0 769 721 1502

%HV n/a n/a 7.2% 2.5% 4.9%

PHF 0.50 n/a 0.92 0.81 0.92

S Alaska St20

12 8

0 Bike

S Tacoma Way 7 5 0 Ped S Tacoma Way4

772 Ped 0 765 769

Bike 0 1491

1493 4 0 Bike

721 717 4:15 PM to 5:15 PM 0 Ped 722

PEDs across: N S E W 1636 1.0 PHF Peak Hour Volume

INT 01 0 PHF %HV

INT 02 0 EB 0.81 2.5%

INT 03 0 Check WB 0.92 7.2%

INT 04 0 In: 1502 NB n/a n/aINT 05 0 Out: 1502 SB 0.50 n/a

INT 06 0 Intersection 0.92 4.9%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0INT 11 0 INT 04 0

INT 12 0 INT 05 0

0 0 0 0 0 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 27 P S Alaska St S Tacoma Way

Page 56: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: L 28 A S Center St S Alaska St Date of Count: Tues 11/09/2010

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Alaska St S Alaska St S Center St S Center St Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 0 0 0 0 0 0 0 1 3 0 76 0 8 0 123 5 205

7:30 A 0 0 0 0 1 1 0 0 3 0 81 1 29 0 186 3 272

7:45 A 0 0 0 0 0 0 0 0 6 0 104 0 8 1 179 2 286

8:00 A 0 0 0 0 0 0 0 1 7 0 108 0 9 0 192 3 304

8:15 A 0 2 0 0 0 0 0 0 8 0 102 0 9 0 191 4 299

8:30 A 0 0 0 0 0 0 0 0 7 1 91 0 9 0 128 0 220

8:45 A 0 0 0 0 0 0 0 0 15 2 95 0 11 0 102 0 199

9:00 A 0 0 0 0 1 2 0 0 7 0 88 0 11 0 108 0 198

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 0 2 0 0 2 3 0 2 56 3 745 1 94 1 1209 17 1983

Peak Hour: 7:15 AM to 8:15 AM

Total 0 2 0 0 1 1 0 1 24 0 395 1 55 1 748 12 1161

Approach 2 2 396 761 1161

%HV n/a 50.0% 6.1% 7.2% 6.9%

PHF 0.25 0.50 0.92 0.98 0.95

S Alaska St4

2 2

0 Bike

S Center St 0 0 2 2 Ped S Center St1

396 Ped 0 395 396

Bike 3 0 1147

1157 1 0 Bike

761 748 7:15 AM to 8:15 AM 0 Ped 751

12

PEDs across: N S E W Ped 2 1 0 1 1216 1.0 PHF Peak Hour Volume

INT 01 0 Bike 0 PHF %HV

INT 02 1 1 EB 0.98 7.2%

INT 03 0 12 2 Check WB 0.92 6.1%INT 04 1 1 2 In: 1161 NB 0.50 50.0%

INT 05 1 1 14 Out: 1161 SB 0.25 n/a

INT 06 0 S Alaska St Intersection 0.95 6.9%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 2 2 Special Notes:

INT 09 0 INT 02 1 1

INT 10 0 INT 03 2 2INT 11 0 INT 04 0

INT 12 0 INT 05 0

2 2 0 0 4 INT 06 0

INT 07 0INT 08 0

0 0 0 5 5 L 28 A S Center St S Alaska St

Page 57: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: L 28 P S Center St S Alaska St Date of Count: Tues 11/09/2010

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Alaska St S Alaska St S Center St S Center St Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 0 0 0 0 0 3 0 0 4 0 227 0 3 0 150 1 381

4:30 P 0 0 0 0 0 2 0 0 4 1 189 0 7 0 126 0 318

4:45 P 0 0 1 0 0 1 0 2 1 1 227 0 4 0 162 2 396

5:00 P 0 0 0 0 0 0 0 1 3 1 219 0 3 0 124 0 345

5:15 P 0 0 0 1 0 1 0 1 2 0 245 0 6 0 168 0 416

5:30 P 0 0 0 0 0 1 0 0 3 0 223 0 3 0 152 1 377

5:45 P 0 0 0 0 0 0 0 0 1 1 171 0 4 0 136 1 309

6:00 P 0 0 0 0 0 2 0 0 1 1 152 0 6 0 104 0 259

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 0 0 1 1 0 10 0 4 19 5 1653 0 36 0 1122 5 2801

Peak Hour: 4:30 PM to 5:30 PM

Total 0 0 1 1 0 3 0 4 9 2 914 0 16 0 606 3 1534

Approach 2 7 916 609 1534

%HV n/a n/a 1.0% 2.6% 1.6%

PHF 0.50 0.58 0.93 0.91 0.92

S Alaska St2

2 0

0 Bike

S Center St 1 1 0 1 Ped S Center St0

918 Ped 0 914 916

Bike 0 2 1526

1527 0 0 Bike

609 606 4:30 PM to 5:30 PM 0 Ped 610

3

PEDs across: N S E W Ped 1 3 0 4 1664 1.0 PHF Peak Hour Volume

INT 01 0 Bike 0 PHF %HV

INT 02 0 EB 0.91 2.6%

INT 03 0 6 7 Check WB 0.93 1.0%INT 04 0 In: 1534 NB 0.58 n/a

INT 05 1 1 13 Out: 1534 SB 0.50 n/a

INT 06 1 1 S Alaska St Intersection 0.92 1.6%

INT 07 1 1 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0 One U Turn from the West 1st Int'vl

INT 10 0 INT 03 0INT 11 0 INT 04 0

INT 12 0 INT 05 0

2 1 0 0 3 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 28 P S Center St S Alaska St

Page 58: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: L 29 A Chandler St S Tacoma Wy Date of Count: Tues 11/09/2010

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Chandler St Chandler St S Tacoma Wy S Tacoma Wy Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 0 3 0 0 0 0 0 0 9 0 64 1 16 0 83 0 151

7:30 A 0 0 0 1 0 0 0 0 6 0 74 1 12 2 95 0 173

7:45 A 0 0 0 1 0 0 0 0 9 0 119 3 12 2 124 0 249

8:00 A 0 0 0 0 0 0 0 0 9 0 138 1 10 6 129 0 274

8:15 A 0 1 0 3 0 0 0 0 7 0 92 3 6 3 109 0 211

8:30 A 0 1 0 0 0 0 0 0 4 0 84 0 9 0 77 0 162

8:45 A 0 1 0 0 0 0 0 0 12 0 85 2 18 4 104 0 196

9:00 A 1 1 0 1 0 0 0 0 20 0 86 2 9 3 91 0 184

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 1 7 0 6 0 0 0 0 76 0 742 13 92 20 812 0 1600

Peak Hour: 7:15 AM to 8:15 AM

Total 0 1 0 5 0 0 0 0 31 0 423 8 40 13 457 0 907

Approach 6 0 431 470 907

%HV n/a n/a 7.2% 8.5% 7.8%

PHF 0.38 n/a 0.78 0.87 0.83

Chandler St27

6 21

0 Bike

S Tacoma Wy 5 1 0 Ped S Tacoma Wy8

428 Ped 0 423 431

Bike 0 889

898 13 0 Bike

470 457 7:15 AM to 8:15 AM 0 Ped 458

PEDs across: N S E W 1096 1.0 PHF Peak Hour Volume

INT 01 0 PHF %HV

INT 02 0 EB 0.87 8.5%

INT 03 0 Check WB 0.78 7.2%

INT 04 0 In: 907 NB n/a n/aINT 05 0 Out: 907 SB 0.38 n/a

INT 06 0 Intersection 0.83 7.8%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0 One U turn from the West 5th Int'vl

INT 10 0 INT 03 0INT 11 0 INT 04 0

INT 12 0 INT 05 0

0 0 0 0 0 INT 06 0

INT 07 1 1INT 08 1 1

0 0 1 1 2 L 29 A Chandler St S Tacoma Wy

Page 59: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: L 29 P Chandler St S Tacoma Wy Date of Count: Tues 11/09/2010

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval Chandler St Chandler St S Tacoma Wy S Tacoma Wy Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 0 2 0 6 0 0 0 0 21 0 164 2 7 0 170 0 344

4:30 P 0 2 0 0 0 0 0 0 19 0 187 4 3 4 165 0 362

4:45 P 0 6 0 4 0 0 0 0 16 0 215 2 6 1 218 0 446

5:00 P 0 3 0 1 0 0 0 0 9 0 196 2 3 0 186 0 388

5:15 P 0 5 0 0 0 0 0 0 9 0 173 3 4 1 182 0 364

5:30 P 0 5 0 1 0 0 0 0 6 0 189 5 6 2 163 0 365

5:45 P 0 0 0 2 0 0 0 0 6 0 146 0 3 1 128 0 277

6:00 P 0 1 0 0 0 0 0 0 8 0 159 0 1 0 104 0 264

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 0 24 0 14 0 0 0 0 94 0 1429 18 33 9 1316 0 2810

Peak Hour: 4:30 PM to 5:30 PM

Total 0 19 0 6 0 0 0 0 40 0 773 12 19 4 749 0 1563

Approach 25 0 785 753 1563

%HV n/a n/a 5.1% 2.5% 3.8%

PHF 0.63 n/a 0.90 0.86 0.88

Chandler St41

25 16

0 Bike

S Tacoma Wy 6 19 0 Ped S Tacoma Wy12

779 Ped 0 773 785

Bike 0 1553

1532 4 1 Bike

753 749 4:30 PM to 5:30 PM 0 Ped 768

PEDs across: N S E W 1784 1.0 PHF Peak Hour Volume

INT 01 0 PHF %HV

INT 02 0 EB 0.86 2.5%

INT 03 0 Check WB 0.90 5.1%

INT 04 0 In: 1563 NB n/a n/aINT 05 0 Out: 1563 SB 0.63 n/a

INT 06 0 Intersection 0.88 3.8%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0 One U turn from the West 5th Int'vl

INT 10 0 INT 03 1 1INT 11 0 INT 04 0

INT 12 0 INT 05 0

0 0 0 0 0 INT 06 0

INT 07 0INT 08 0

0 0 1 0 1 L 29 P Chandler St S Tacoma Wy

Page 60: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: L 30 A S Chandler St S Center St Date of Count: Tues 11/09/2010

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Chandler St S Chandler St S Center St S Center St Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 0 0 0 0 1 0 1 2 5 1 78 0 6 0 117 2 201

7:30 A 0 0 0 0 0 1 0 2 4 1 80 0 26 0 184 1 269

7:45 A 0 0 0 0 0 2 0 2 7 0 105 0 9 0 192 1 302

8:00 A 0 0 0 0 0 0 0 5 9 0 108 0 9 0 190 3 306

8:15 A 0 0 0 0 0 1 0 0 5 5 105 0 7 0 185 4 300

8:30 A 0 0 0 0 1 5 0 1 5 0 89 0 5 0 124 2 221

8:45 A 0 0 0 0 1 3 0 2 12 0 98 0 12 0 103 4 210

9:00 A 0 0 0 0 1 2 0 3 6 0 86 1 10 0 105 2 199

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 0 0 0 0 4 14 1 17 53 7 749 1 84 0 1200 19 2008

Peak Hour: 7:15 AM to 8:15 AM

Total 0 0 0 0 0 4 0 9 25 6 398 0 51 0 751 9 1177

Approach 0 13 404 760 1177

%HV n/a n/a 6.2% 6.7% 6.5%

PHF n/a 0.65 0.92 0.98 0.96

S Chandler St0

0 0

0 Bike

S Center St 0 0 0 3 Ped S Center St0

402 Ped 0 398 404

Bike 0 6 1164

1162 0 0 Bike

760 751 7:15 AM to 8:15 AM 0 Ped 760

9

PEDs across: N S E W Ped 1 4 0 9 1224 1.0 PHF Peak Hour Volume

INT 01 1 1 Bike 0 PHF %HV

INT 02 1 1 EB 0.98 6.7%

INT 03 0 15 13 Check WB 0.92 6.2%INT 04 2 2 In: 1177 NB 0.65 n/a

INT 05 1 1 28 Out: 1177 SB n/a n/a

INT 06 1 1 S Chandler St Intersection 0.96 6.5%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 1 1 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0INT 11 0 INT 04 0

INT 12 0 INT 05 0

3 3 0 0 6 INT 06 0

INT 07 0INT 08 0

0 0 0 1 1 L 30 A S Chandler St S Center St

Page 61: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: L 30 P S Chandler St S Center St Date of Count: Tues 11/09/2010

Location: Tacoma / Lakewood Checked By: LBP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S Chandler St S Chandler St S Center St S Center St Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 0 0 0 0 1 2 0 3 7 2 228 0 2 0 151 1 387

4:30 P 0 0 0 0 2 2 0 1 4 0 184 0 7 0 123 1 311

4:45 P 0 0 0 0 0 5 0 0 4 2 220 0 4 0 165 3 395

5:00 P 0 0 0 0 0 4 0 2 1 1 214 0 3 0 123 2 346

5:15 P 0 0 0 0 0 2 0 2 2 0 234 0 6 0 152 2 392

5:30 P 0 0 0 0 0 3 0 3 2 0 214 0 1 0 130 1 351

5:45 P 0 0 0 0 0 2 0 2 1 2 185 0 2 0 129 0 320

6:00 P 0 0 1 0 0 0 0 0 1 0 147 0 3 0 92 1 241

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 0 0 1 0 3 20 0 13 22 7 1626 0 28 0 1065 11 2743

Peak Hour: 4:30 PM to 5:30 PM

Total 0 0 0 0 0 14 0 7 9 3 882 0 14 0 570 8 1484

Approach 0 21 885 578 1484

%HV n/a n/a 1.0% 2.4% 1.5%

PHF n/a 0.88 0.95 0.86 0.94

S Chandler St0

0 0

0 Bike

S Center St 0 0 0 0 Ped S Center St0

896 Ped 0 882 885

Bike 0 3 1462

1474 0 0 Bike

578 570 4:30 PM to 5:30 PM 0 Ped 577

8

PEDs across: N S E W Ped 1 14 0 7 1580 1.0 PHF Peak Hour Volume

INT 01 0 Bike 0 PHF %HV

INT 02 0 EB 0.86 2.4%

INT 03 0 11 21 Check WB 0.95 1.0%INT 04 0 In: 1484 NB 0.88 n/a

INT 05 1 1 32 Out: 1484 SB n/a n/a

INT 06 0 S Chandler St Intersection 0.94 1.5%

INT 07 1 1 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0INT 11 0 INT 04 0

INT 12 0 INT 05 0

1 1 0 0 2 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 30 P S Chandler St S Center St

Page 62: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: S C ST & S TACOMA WAY Date of Count: Wed 11/10/10

Location: TACOMA, WASHINGTON Checked By: J.H & L.P

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval C ST S 0 S TACOMA WAY S TACOMA WAY Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 0 0 0 3 0 0 0 0 3 0 62 2 7 8 65 0 140

7:30 A 0 0 0 10 0 0 0 0 7 0 93 2 10 15 101 0 221

7:45 A 0 1 0 28 0 0 0 0 5 0 103 1 14 12 101 0 246

8:00 A 1 0 0 19 0 0 0 0 5 0 116 8 7 13 89 0 245

8:15 A 4 0 0 16 0 0 0 0 4 0 105 2 5 8 54 0 185

8:30 A 0 2 0 8 0 0 0 0 3 0 75 5 3 6 62 0 158

8:45 A 0 3 0 14 0 0 0 0 1 0 95 6 10 5 74 0 197

9:00 A 2 2 0 10 0 0 0 0 3 0 75 3 9 9 58 0 157

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 7 8 0 108 0 0 0 0 31 0 724 29 65 76 604 0 1549

Peak Hour: 7:15 AM to 8:15 AM

Total 5 1 0 73 0 0 0 0 21 0 417 13 36 48 345 0 897

Approach 74 0 430 393 897

%HV 6.8% n/a 4.9% 9.2% 6.9%

PHF 0.64 n/a 0.87 0.85 0.91

C ST S135

74 61

0 Bike

S TACOMA WAY 73 1 29 Ped S TACOMA WAY13

490 Ped 0 417 430

Bike 0 776

883 48 0 Bike

393 345 7:15 AM to 8:15 AM 0 Ped 346

PEDs across: N S E W 984 1.0 PHF Peak Hour Volume

INT 01 12 12 PHF %HV

INT 02 9 9 EB 0.85 9.2%

INT 03 13 13 Check WB 0.87 4.9%

INT 04 5 5 In: 897 NB n/a n/aINT 05 2 2 Out: 897 SB 0.64 6.8%

INT 06 5 5 Intersection 0.91 6.9%

INT 07 6 6 Bicycles From: N S E W

INT 08 4 4 INT 01 1 1 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0

INT 11 0 INT 04 0INT 12 0 INT 05 0

56 0 0 0 56 INT 06 0

INT 07 0INT 08 0

0 0 0 1 1 L 31a S C ST & S TACOMA WAY

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WBE/DBE

Intersection: S C ST & S TACOMA WAY Date of Count: Wed 11/10/10

Location: TACOMA, WASHINGTON Checked By: J.H & L.P

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S C ST 0 S TACOMA WAY S TACOMA WAY Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 1 1 0 31 0 0 0 0 7 0 191 1 8 9 136 0 369

4:30 P 5 3 0 35 0 0 0 0 9 0 205 1 1 15 102 0 361

4:45 P 2 1 0 20 0 0 0 0 8 0 184 2 3 8 112 0 327

5:00 P 1 3 0 27 0 0 0 0 7 0 159 2 6 14 131 0 336

5:15 P 0 4 0 31 0 0 0 0 6 0 213 4 2 1 130 0 383

5:30 P 3 1 0 36 0 0 0 0 1 0 179 4 3 13 113 0 346

5:45 P 0 0 0 17 0 0 0 0 3 0 170 2 8 7 100 0 296

6:00 P 1 0 0 15 0 0 0 0 3 0 160 1 1 11 76 0 263

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 13 13 0 212 0 0 0 0 44 0 1461 17 32 78 900 0 2681

Peak Hour: 4:15 PM to 5:15 PM

Total 8 11 0 113 0 0 0 0 30 0 761 9 12 38 475 0 1407

Approach 124 0 770 513 1407

%HV 6.5% n/a 3.9% 2.3% 3.6%

PHF 0.82 n/a 0.89 0.88 0.92

S C ST171

124 47

0 Bike

S TACOMA WAY 113 11 57 Ped S TACOMA WAY9

874 Ped 0 761 770

Bike 0 1256

1387 38 0 Bike

513 475 4:15 PM to 5:15 PM 0 Ped 486

PEDs across: N S E W 1532 1.0 PHF Peak Hour Volume

INT 01 16 16 PHF %HV

INT 02 17 17 EB 0.88 2.3%

INT 03 17 17 Check WB 0.89 3.9%

INT 04 12 12 In: 1407 NB n/a n/aINT 05 11 11 Out: 1407 SB 0.82 6.5%

INT 06 16 16 Intersection 0.92 3.6%

INT 07 19 19 Bicycles From: N S E W

INT 08 8 8 INT 01 1 1 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0

INT 11 0 INT 04 0INT 12 0 INT 05 0

116 0 0 0 116 INT 06 0

INT 07 0INT 08 1 1

0 0 1 1 2 L 31p S C St @ S Tacoma Way

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WBE/DBE

Intersection: L 32a S C ST & S 25TH ST Date of Count: Wed 11/10/10

Location: TACOMA, WASHINGTON Checked By: J.H & L.P

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S C ST S C ST S 25TH ST S 25TH ST Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 0 1 2 6 1 4 6 0 0 0 47 3 2 7 49 1 126

7:30 A 0 1 7 11 3 2 13 1 0 1 30 15 3 10 59 2 152

7:45 A 0 1 14 13 3 0 12 0 0 5 38 4 1 10 50 10 157

8:00 A 0 3 15 6 0 8 13 0 0 2 41 13 4 11 57 4 173

8:15 A 1 1 12 3 1 5 6 1 2 4 52 5 1 8 26 2 125

8:30 A 0 6 4 7 0 4 9 0 0 4 17 8 1 5 21 2 87

8:45 A 0 4 9 10 0 3 5 2 1 5 35 4 5 7 33 3 120

9:00 A 2 2 8 8 3 3 7 1 1 1 27 12 3 7 27 3 106

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 3 19 71 64 11 29 71 5 4 22 287 64 20 65 322 27 1046

Peak Hour: 7:00 AM to 8:00 AM

Total 0 6 38 36 7 14 44 1 0 8 156 35 10 38 215 17 608

Approach 80 59 199 270 608

%HV n/a 11.9% n/a 3.7% 2.8%

PHF 0.71 0.70 0.89 0.94 0.88

S C ST197

80 117

0 Bike

S 25TH ST 36 38 6 1 Ped S 25TH ST35

206 Ped 9 156 199

Bike 3 8 421

476 38 0 Bike

270 215 7:00 AM to 8:00 AM 10 Ped 222

17

PEDs across: N S E W Ped 19 14 44 1 692 1.0 PHF Peak Hour Volume

INT 01 1 5 2 1 9 Bike 0 PHF %HV

INT 02 5 1 6 EB 0.94 3.7%

INT 03 8 2 7 17 63 59 Check WB 0.89 n/aINT 04 1 5 1 7 In: 608 NB 0.70 11.9%

INT 05 1 2 3 122 Out: 608 SB 0.71 n/a

INT 06 1 1 1 3 S C ST Intersection 0.88 2.8%

INT 07 1 2 3 Bicycles From: N S E W

INT 08 1 2 3 INT 01 0 Special Notes:

INT 09 0 INT 02 1 1

INT 10 0 INT 03 0

INT 11 0 INT 04 2 2INT 12 0 INT 05 0

3 20 14 14 51 INT 06 0

INT 07 0INT 08 0

0 0 0 3 3 L 32a S C ST & S 25TH ST

Page 65: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: L 32p S C ST & S 25TH ST Date of Count: Wed 11/10/10

Location: TACOMA, WASHINGTON Checked By: J.H & L.P

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval S C ST S C ST S 25TH ST S 25TH ST Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 1 7 20 25 1 5 5 0 3 6 40 1 2 12 95 8 224

4:30 P 5 4 28 18 0 4 10 1 1 8 46 2 2 9 115 2 247

4:45 P 3 5 19 19 0 3 12 1 1 0 48 3 5 4 121 5 240

5:00 P 1 7 21 20 0 4 11 1 0 4 36 3 3 3 121 4 235

5:15 P 1 7 31 27 0 1 2 3 0 4 49 3 0 7 131 3 268

5:30 P 2 5 30 21 0 4 7 3 2 2 40 1 4 6 115 5 239

5:45 P 1 4 13 25 0 1 10 1 0 2 54 2 3 7 82 1 202

6:00 P 2 3 15 24 0 0 9 1 2 1 46 4 0 4 62 2 171

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 16 42 177 179 1 22 66 11 9 27 359 19 19 52 842 30 1826

Peak Hour: 4:15 PM to 5:15 PM

Total 10 23 99 84 0 12 35 6 2 16 179 11 10 23 488 14 990

Approach 206 53 206 525 990

%HV 4.9% n/a 1.0% 1.9% 2.2%

PHF 0.79 0.83 0.92 0.93 0.92

S C ST275

206 69

0 Bike

S 25TH ST 84 99 23 6 Ped S 25TH ST11

275 Ped 5 179 206

Bike 1 16 723

800 23 0 Bike

525 488 4:15 PM to 5:15 PM 8 Ped 517

14

PEDs across: N S E W Ped 14 12 35 6 1072 1.0 PHF Peak Hour Volume

INT 01 2 1 2 5 Bike 0 PHF %HV

INT 02 1 3 1 5 EB 0.93 1.9%

INT 03 1 5 3 1 10 129 53 Check WB 0.92 1.0%INT 04 3 7 1 3 14 In: 990 NB 0.83 n/a

INT 05 2 1 1 4 182 Out: 990 SB 0.79 4.9%

INT 06 2 5 2 9 S C ST Intersection 0.92 2.2%

INT 07 13 2 2 1 18 Bicycles From: N S E W

INT 08 1 1 INT 01 1 1 Special Notes:

INT 09 0 INT 02 1 1 Flashing yellow light for S 25th,

INT 10 0 INT 03 0 Flashing red for S. C St

INT 11 0 INT 04 0 Ped crossing is difficult, more so at darkINT 12 0 INT 05 0 EB departing B.U.s to crossbar at:

21 19 18 8 66 INT 06 0 16:13 16:47 17:07 17:18

INT 07 0INT 08 1 1

0 0 0 3 3 L 32p S C ST & S 25TH ST

Page 66: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

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WBE/DBE

Intersection: L 33A C St @ 26th St Date of Count: Tues 11-9-2010

Location: Tacoma Checked By: JP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval East C St East C St East 26th St East 26th St Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 1 0 1 2 0 0 0 0 5 0 29 1 10 51 181 1 266

7:30 A 1 0 0 6 0 0 0 0 3 0 28 0 6 47 169 4 254

7:45 A 0 0 0 2 0 1 0 0 2 0 45 1 14 49 153 4 255

8:00 A 2 0 0 4 0 0 0 0 4 0 47 0 7 53 142 1 247

8:15 A 0 0 0 1 0 0 0 0 2 0 40 0 13 49 120 9 219

8:30 A 0 0 0 2 0 1 0 0 1 1 25 1 8 28 84 1 143

8:45 A 0 0 0 2 1 2 0 0 4 0 30 0 7 21 82 0 137

9:00 A 0 0 0 3 0 1 0 0 5 0 44 1 7 18 84 1 152

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 4 0 1 22 1 5 0 0 26 1 288 4 72 316 1015 21 1673

Peak Hour: 7:00 AM to 8:00 AM

Total 4 0 1 14 0 1 0 0 14 0 149 2 37 200 645 10 1022

Approach 15 1 151 855 1022

%HV 26.7% n/a 9.3% 4.3% 5.4%

PHF 0.63 0.25 0.80 0.92 0.96

East C St217

15 202

0 Bike

East 26th St 14 1 0 0 Ped East 26th St2

164 Ped 0 149 151

Bike 0 0 796

1019 200 0 Bike

855 645 7:00 AM to 8:00 AM 0 Ped 645

10

PEDs across: N S E W Ped 0 1 0 0 1064 1.0 PHF Peak Hour Volume

INT 01 0 Bike 0 PHF %HV

INT 02 0 EB 0.92 4.3%

INT 03 0 11 1 Check WB 0.80 9.3%INT 04 0 In: 1022 NB 0.25 n/a

INT 05 0 12 Out: 1022 SB 0.63 26.7%

INT 06 0 East C St Intersection 0.96 5.4%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0INT 11 0 INT 04 0

INT 12 0 INT 05 0

0 0 0 0 0 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 33a East C St @ East 26th St

Page 67: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: L 33P C St @ 26th St Date of Count: Tues 11-9-2010

Location: Tacoma Checked By: JP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval East C St East C St East 26th St East 26th St Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 3 3 1 23 0 1 0 0 6 0 110 0 9 11 95 0 244

4:30 P 2 1 0 16 0 2 1 0 8 1 85 0 6 9 94 0 209

4:45 P 1 0 0 24 0 3 1 1 4 0 106 0 6 10 133 1 279

5:00 P 1 3 0 14 0 1 0 2 4 0 112 0 7 15 105 0 252

5:15 P 0 2 0 22 0 0 0 1 1 0 110 0 8 15 107 1 258

5:30 P 1 3 0 25 0 0 0 0 3 0 119 1 7 14 117 0 279

5:45 P 0 0 0 20 0 1 0 1 6 1 89 0 7 7 121 0 240

6:00 P 1 2 0 10 0 0 0 2 1 1 90 0 2 6 104 1 216

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 9 14 1 154 0 8 2 7 33 3 821 1 52 87 876 3 1977

Peak Hour: 4:30 PM to 5:30 PM

Total 3 8 0 85 0 4 1 4 12 0 447 1 28 54 462 2 1068

Approach 93 9 448 518 1068

%HV 3.2% n/a 2.7% 5.4% 4.0%

PHF 0.83 0.45 0.93 0.90 0.96

East C St149

93 56

0 Bike

East 26th St 85 0 8 1 Ped East 26th St1

536 Ped 0 447 448

Bike 0 0 922

1054 54 0 Bike

518 462 4:30 PM to 5:30 PM 0 Ped 474

2

PEDs across: N S E W Ped 8 4 1 4 1116 1.0 PHF Peak Hour Volume

INT 01 0 Bike 0 PHF %HV

INT 02 4 1 5 EB 0.90 5.4%

INT 03 0 2 9 Check WB 0.93 2.7%INT 04 1 5 6 In: 1068 NB 0.45 n/a

INT 05 2 2 11 Out: 1068 SB 0.83 3.2%

INT 06 1 1 East C St Intersection 0.96 4.0%

INT 07 1 1 Bicycles From: N S E W

INT 08 1 1 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0INT 11 0 INT 04 0

INT 12 0 INT 05 0

1 13 2 0 16 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 33p East C St @ East 26th St

Page 68: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: East C St @ East 25th St Date of Count: Weds 11-10-2010

Location: Tacoma Checked By: JP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval East C St East C St East 25th St East 25th St Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 0 0 3 0 0 5 28 8 1 4 18 1 0 2 30 0 99

7:30 A 1 0 2 1 1 2 34 4 0 0 20 0 2 9 23 3 98

7:45 A 0 0 0 1 1 5 31 7 1 0 22 1 1 4 31 0 102

8:00 A 0 1 2 0 3 3 41 5 3 3 18 1 3 6 26 4 110

8:15 A 1 0 3 2 1 1 26 5 3 1 19 1 1 6 16 1 81

8:30 A 0 2 0 2 3 2 24 5 0 1 15 2 1 1 19 0 73

8:45 A 0 0 2 0 1 1 16 1 1 0 14 0 2 2 21 1 58

9:00 A 0 0 2 0 2 0 15 6 1 1 8 0 0 0 10 2 44

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 2 3 14 6 12 19 215 41 10 10 134 6 10 30 176 11 665

Peak Hour: 7:00 AM to 8:00 AM

Total 1 1 7 2 5 15 134 24 5 7 78 3 6 21 110 7 409

Approach 10 173 88 138 409

%HV 10.0% 2.9% 5.7% 4.3% 4.2%

PHF 0.83 0.88 0.96 0.96 0.93

East C St168

10 158

0 Bike

East 25th St 2 7 1 6 Ped East 25th St3

95 Ped 1 78 88

Bike 2 7 223

233 21 0 Bike

138 110 7:00 AM to 8:00 AM 1 Ped 135

7

PEDs across: N S E W Ped 9 15 134 24 440 1.0 PHF Peak Hour Volume

INT 01 3 3 Bike 0 PHF %HV

INT 02 1 1 EB 0.96 4.3%

INT 03 2 1 1 4 21 173 Check WB 0.96 5.7%INT 04 5 4 9 In: 409 NB 0.88 2.9%

INT 05 2 2 194 Out: 409 SB 0.83 10.0%

INT 06 3 1 4 East C St Intersection 0.93 4.2%

INT 07 2 1 3 Bicycles From: N S E W WB Trolley EB

INT 08 2 1 3 INT 01 1 1 Special Notes: 2 Int 1 1

INT 09 0 INT 02 0 1 Int 2 2

INT 10 0 INT 03 0 2 Int 3 1

INT 11 0 INT 04 1 1 1 Int 4 2INT 12 0 INT 05 0 2 Int 5 1

8 17 3 1 29 INT 06 0 1 Int 6 2

INT 07 0 2 Int 7 1INT 08 0 1 Int 8 2

0 0 0 2 2 L 34A East C St @ East 25th St

Page 69: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: East C St @ East 25th St Date of Count: Weds 11-10-2010

Location: Tacoma Checked By: JP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval East C St East C St East 25th St East 25th St Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 0 1 20 3 1 0 8 3 0 3 31 1 0 0 34 1 105

4:30 P 1 0 13 1 3 1 9 2 1 3 43 0 1 7 39 2 120

4:45 P 0 1 17 1 0 1 11 1 1 2 36 1 1 5 35 4 115

5:00 P 0 0 10 1 2 2 13 2 1 8 36 3 1 5 39 2 121

5:15 P 0 1 15 4 0 0 13 2 0 6 36 1 0 3 36 3 120

5:30 P 0 1 6 2 1 1 11 1 2 5 41 1 1 4 52 3 128

5:45 P 0 1 6 0 1 1 11 2 0 3 36 1 0 1 32 3 97

6:00 P 0 0 5 2 2 0 13 3 1 3 43 3 1 1 21 2 96

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 1 5 92 14 10 6 89 16 6 33 302 11 5 26 288 20 902

Peak Hour: 4:30 PM to 5:30 PM

Total 0 3 48 8 3 4 48 6 4 21 149 6 3 17 162 12 484

Approach 59 58 176 191 484

%HV n/a 5.2% 2.3% 1.6% 2.1%

PHF 0.74 0.85 0.94 0.81 0.95

East C St130

59 71

1 Bike

East 25th St 8 48 3 6 Ped East 25th St6

161 Ped 0 149 176

Bike 0 21 347

352 17 0 Bike

191 162 4:30 PM to 5:30 PM 3 Ped 171

12

PEDs across: N S E W Ped 9 4 48 6 512 1.0 PHF Peak Hour Volume

INT 01 5 6 11 Bike 0 PHF %HV

INT 02 1 2 3 EB 0.81 1.6%

INT 03 1 3 4 81 58 Check WB 0.94 2.3%INT 04 2 5 7 In: 484 NB 0.85 5.2%

INT 05 1 1 2 139 Out: 484 SB 0.74 n/a

INT 06 2 1 2 5 East C St Intersection 0.95 2.1%

INT 07 3 6 2 1 12 Bicycles From: N S E W WB Trolleys EB

INT 08 3 3 INT 01 0 Special Notes: 2 Int 1 1

INT 09 0 INT 02 0 1 Int 2 2

INT 10 0 INT 03 0 2 Int 3 1

INT 11 0 INT 04 0 1 Int 4 2INT 12 0 INT 05 1 1 2 Int 5 1

15 23 8 1 47 INT 06 0 1 Int 6 2

INT 07 0 2 Int 7 1INT 08 1 1 1 Int 8 2

1 0 0 1 2 L 34P East C St @ East 25th St

Page 70: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: East D St @ East 26th St Date of Count: Tues 11-9-2010

Location: Tacoma Checked By: JP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval East D St East D St East 26th St East 26th St Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 0 0 1 1 2 9 20 9 6 6 21 0 9 62 100 16 245

7:30 A 2 0 2 3 0 7 13 5 2 3 19 1 10 53 102 10 218

7:45 A 1 3 7 9 3 14 47 5 1 1 22 0 11 66 75 8 257

8:00 A 2 1 4 5 3 14 23 3 4 1 25 0 7 43 92 10 221

8:15 A 0 0 5 2 3 13 14 0 3 1 25 2 11 43 66 9 180

8:30 A 1 0 9 3 0 6 16 1 3 1 17 0 11 26 49 10 138

8:45 A 0 0 4 2 3 9 12 2 3 0 18 2 11 23 54 8 134

9:00 A 3 2 8 7 3 10 6 3 5 2 29 0 7 27 50 7 151

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 9 6 40 32 17 82 151 28 27 15 176 5 77 343 588 78 1544

Peak Hour: 7:00 AM to 8:00 AM

Total 5 4 14 18 8 44 103 22 13 11 87 1 37 224 369 44 941

Approach 36 169 99 637 941

%HV 13.9% 4.7% 13.1% 5.8% 6.7%

PHF 0.47 0.64 0.92 0.89 0.92

East D St364

36 328

0 Bike

East 26th St 18 14 4 2 Ped East 26th St1

149 Ped 0 87 99

Bike 0 11 494

786 224 0 Bike

637 369 7:00 AM to 8:00 AM 1 Ped 395

44

PEDs across: N S E W Ped 0 44 103 22 1028 1.0 PHF Peak Hour Volume

INT 01 0 Bike 1 PHF %HV

INT 02 1 1 EB 0.89 5.8%

INT 03 1 1 69 169 Check WB 0.92 13.1%INT 04 1 1 In: 941 NB 0.64 4.7%

INT 05 1 1 238 Out: 941 SB 0.47 13.9%

INT 06 2 2 East D St Intersection 0.92 6.7%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0

INT 11 0 INT 04 1 1INT 12 0 INT 05 2 2

2 0 4 0 6 INT 06 0

INT 07 0INT 08 0

0 3 0 0 3 L 35A East D St @ East 26th St

Page 71: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: East D St @ East 26th St Date of Count: Tues 11-9-2010

Location: Tacoma Checked By: JP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval East D St East D St East 26th St East 26th St Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 1 1 45 24 1 10 17 3 3 4 77 2 8 20 48 33 284

4:30 P 1 1 32 18 2 13 14 3 6 9 52 7 5 20 40 32 241

4:45 P 2 2 52 21 1 10 12 2 3 13 70 3 6 24 71 39 319

5:00 P 2 1 54 40 1 9 11 1 4 13 63 3 5 20 57 34 306

5:15 P 0 0 41 30 1 9 16 3 0 13 66 8 6 20 45 40 291

5:30 P 1 3 42 35 0 8 11 1 5 15 81 5 7 25 59 40 325

5:45 P 0 0 30 25 1 10 19 2 4 7 59 3 5 26 65 26 272

6:00 P 1 1 42 22 0 13 8 4 1 9 62 1 4 25 47 36 270

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 8 9 338 215 7 82 108 19 26 83 530 32 46 180 432 280 2308

Peak Hour: 4:30 PM to 5:30 PM

Total 5 6 189 126 3 36 50 7 12 54 280 19 24 89 232 153 1241

Approach 321 93 353 474 1241

%HV 1.6% 3.2% 3.4% 5.1% 3.5%

PHF 0.84 0.83 0.87 0.88 0.95

East D St479

321 158

1 Bike

East 26th St 126 189 6 2 Ped East 26th St19

442 Ped 1 280 353

Bike 0 54 598

916 89 0 Bike

474 232 4:30 PM to 5:30 PM 10 Ped 245

153

PEDs across: N S E W Ped 9 36 50 7 1300 1.0 PHF Peak Hour Volume

INT 01 1 4 5 Bike 0 PHF %HV

INT 02 3 2 5 EB 0.88 5.1%

INT 03 1 1 2 4 396 93 Check WB 0.87 3.4%INT 04 1 4 3 1 9 In: 1241 NB 0.83 3.2%

INT 05 3 4 7 489 Out: 1241 SB 0.84 1.6%

INT 06 1 1 2 East D St Intersection 0.95 3.5%

INT 07 2 1 1 4 Bicycles From: N S E W

INT 08 1 1 2 INT 01 1 1 Special Notes:

INT 09 0 INT 02 1 1

INT 10 0 INT 03 1 1

INT 11 0 INT 04 0INT 12 0 INT 05 0

4 15 17 2 38 INT 06 0

INT 07 0INT 08 0

2 1 0 0 3 L 35P East D St @ East 26th St

Page 72: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: L 36a East D St @ East 25th St Date of Count: Wed 11-10-2010

Location: Tacoma Checked By: LP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval East D St East D St East 25th St East 25th St Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 1 3 8 3 4 1 51 27 0 0 15 1 0 5 33 1 148

7:30 A 3 5 11 0 5 3 42 29 0 1 17 4 1 1 25 0 138

7:45 A 0 3 10 1 5 6 43 27 2 1 19 3 2 5 34 0 152

8:00 A 4 4 19 0 5 7 50 17 1 1 14 1 1 4 20 4 141

8:15 A 2 0 12 2 3 3 27 16 3 3 16 0 1 4 18 2 103

8:30 A 1 5 12 0 5 4 37 9 1 0 11 4 1 4 18 2 106

8:45 A 2 1 7 3 2 1 28 6 2 2 11 2 1 4 16 2 83

9:00 A 1 2 6 1 7 0 32 6 1 2 8 1 0 5 13 1 77

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 14 23 85 10 36 25 310 137 10 10 111 16 7 32 177 12 948

Peak Hour: 7:00 AM to 8:00 AM

Total 8 15 48 4 19 17 186 100 3 3 65 9 4 15 112 5 579

Approach 67 303 77 132 579

%HV 11.9% 6.3% 3.9% 3.0% 5.9%

PHF 0.73 0.96 0.84 0.85 0.95

East D St277

67 210

0 Bike

East 25th St 4 48 15 8 Ped East 25th St9

86 Ped 3 65 77

Bike 0 3 304

218 15 0 Bike

132 112 7:00 AM to 8:00 AM 0 Ped 227

5

PEDs across: N S E W Ped 9 17 186 100 608 1.0 PHF Peak Hour Volume

INT 01 5 5 Bike 0 PHF %HV

INT 02 1 1 EB 0.85 3.0%

INT 03 1 1 56 303 Check WB 0.84 3.9%INT 04 7 3 3 13 In: 579 NB 0.96 6.3%

INT 05 2 2 4 359 Out: 579 SB 0.73 11.9%

INT 06 4 3 1 8 East D St Intersection 0.95 5.9%

INT 07 4 7 4 15 Bicycles From: N S E W Trolley Cars EB WB

INT 08 2 3 3 8 INT 01 0 1 1 2

INT 09 0 INT 02 0 2 2 1

INT 10 0 INT 03 0 3 1 2

INT 11 0 INT 04 0 4 2 1INT 12 0 INT 05 1 1 5 1 2

20 24 0 11 55 INT 06 0 6 2 1

INT 07 0 7 1 2INT 08 0 8 2 1

0 0 0 1 1 L 36a East D St @ East 25th St

Page 73: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

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WBE/DBE

Intersection: L 36P East D St @ East 25th St Date of Count: Wed 11-10-2010

Location: Tacoma Checked By: LP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval East D St East D St East 25th St East 25th St Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 0 8 46 5 4 2 24 7 0 7 29 5 0 6 25 6 170

4:30 P 3 2 53 4 2 3 30 11 0 11 38 5 1 3 34 9 203

4:45 P 0 7 47 5 2 2 30 8 1 12 33 1 1 2 27 0 174

5:00 P 4 7 44 9 2 4 31 4 0 20 35 10 0 2 34 8 208

5:15 P 0 5 34 3 2 3 38 8 0 15 39 11 0 3 29 9 197

5:30 P 1 10 51 2 6 5 38 13 1 17 45 6 1 5 41 8 241

5:45 P 1 1 27 5 5 4 38 16 0 13 26 5 0 2 24 11 172

6:00 P 0 1 24 1 2 3 34 10 0 22 48 6 1 3 17 8 177

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 9 41 326 34 25 26 263 77 2 117 293 49 4 26 231 59 1542

Peak Hour: 4:30 PM to 5:30 PM

Total 5 29 176 19 12 14 137 33 2 64 152 28 2 12 131 25 820

Approach 224 184 244 168 820

%HV 2.2% 6.5% 0.8% 1.2% 2.6%

PHF 0.89 0.82 0.90 0.78 0.85

East D St401

224 177

0 Bike

East 25th St 19 176 29 5 Ped East 25th St28

185 Ped 2 152 244

Bike 0 64 437

353 12 0 Bike

168 131 4:30 PM to 5:30 PM 1 Ped 193

25

PEDs across: N S E W Ped 25 14 137 33 964 1.0 PHF Peak Hour Volume

INT 01 8 12 7 27 Bike 0 PHF %HV

INT 02 2 1 1 4 EB 0.78 1.2%

INT 03 2 2 1 1 6 265 184 Check WB 0.90 0.8%INT 04 1 11 12 In: 820 NB 0.82 6.5%

INT 05 1 4 5 449 Out: 820 SB 0.89 2.2%

INT 06 1 8 1 10 East D St Intersection 0.85 2.6%

INT 07 3 5 8 Bicycles From: N S E W Trolley Cars EB WB

INT 08 4 4 INT 01 1 1 1 1 2

INT 09 0 INT 02 1 1 2 2 1

INT 10 0 INT 03 0 3 1 2

INT 11 0 INT 04 0 4 2 1INT 12 0 INT 05 0 5 1 2

18 46 2 10 76 INT 06 0 6 2 1

INT 07 0 7 1 2INT 08 0 8 2 1

0 1 0 1 2 L 36P East D St @ East 25th St

Page 74: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 37a Parking Lots on East C St Date of Count: Tues 11-9-2010

Location: Tacoma Checked By: JP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval East C St East C St Parking Dwy Parking Dwy Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 0 0 7 0 0 0 41 0 0 0 0 0 0 0 0 0 48

7:30 A 0 0 5 0 0 1 40 0 0 0 0 0 0 0 0 0 46

7:45 A 0 0 0 0 0 1 43 0 0 0 0 0 0 0 0 0 44

8:00 A 0 1 7 1 0 1 49 0 0 1 0 0 0 0 0 1 61

8:15 A 0 0 5 0 0 0 32 0 0 0 0 0 0 0 0 0 37

8:30 A 0 0 2 0 0 2 31 0 0 0 0 0 0 0 0 0 35

8:45 A 0 0 3 0 0 0 18 0 0 0 0 0 0 0 0 0 21

9:00 A 0 0 4 1 0 0 20 0 0 0 0 1 0 0 0 0 26

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 0 1 33 2 0 5 274 0 0 1 0 1 0 0 0 1 318

Peak Hour: 7:00 AM to 8:00 AM

Total 0 1 19 1 0 3 173 0 0 1 0 0 0 0 0 1 199

Approach 21 176 1 1 199

%HV n/a n/a n/a n/a 0.0%

PHF 0.58 0.88 0.25 0.25 0.82

East C St194

21 173

0 Bike

Parking Dwy 1 19 1 0 Ped Parking Dwy0

4 Ped 0 0 1

Bike 0 1 2

5 0 0 Bike

1 0 7:00 AM to 8:00 AM 0 Ped 1

1

PEDs across: N S E W Ped 0 3 173 0 244 1.0 PHF Peak Hour Volume

INT 01 0 Bike 0 PHF %HV

INT 02 0 EB 0.25 n/a

INT 03 0 21 176 Check WB 0.25 n/aINT 04 0 In: 199 NB 0.88 n/a

INT 05 0 197 Out: 199 SB 0.58 n/a

INT 06 0 East C St Intersection 0.82 0.0%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0

INT 11 0 INT 04 0INT 12 0 INT 05 0

0 0 0 0 0 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 37a Parking Lots on East C St

Page 75: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 37p Parking Lots on East C St Date of Count: Wed 11-10-2010

Location: Tacoma Checked By: JP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval East C St East C St Parking Dwy Parking Dwy Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 0 1 23 0 0 0 8 5 0 2 0 3 0 0 0 1 43

4:30 P 0 0 18 0 0 1 12 0 0 0 0 0 0 0 0 1 32

4:45 P 0 0 23 0 0 0 12 1 0 0 0 0 0 1 0 0 37

5:00 P 0 2 18 0 0 0 14 2 0 2 0 3 0 0 0 0 41

5:15 P 0 1 23 0 0 0 14 0 0 1 0 1 0 0 0 0 40

5:30 P 0 0 13 1 0 0 12 1 0 1 0 1 0 0 0 0 29

5:45 P 0 1 10 1 0 0 12 0 0 0 0 0 0 2 0 6 32

6:00 P 0 0 10 0 0 0 14 0 0 0 0 2 0 0 0 0 26

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 0 5 138 2 0 1 98 9 0 6 0 10 0 3 0 8 280

Peak Hour: 4:00 PM to 5:00 PM

Total 0 3 82 0 0 1 46 8 0 4 0 6 0 1 0 2 153

Approach 85 55 10 3 153

%HV n/a n/a n/a n/a 0.0%

PHF 0.89 0.86 0.50 0.75 0.89

East C St138

85 53

0 Bike

Parking Dwy 0 82 3 0 Ped Parking Dwy6

1 Ped 0 0 10

Bike 0 4 21

4 1 0 Bike

3 0 4:00 PM to 5:00 PM 0 Ped 11

2

PEDs across: N S E W Ped 0 1 46 8 172 1.0 PHF Peak Hour Volume

INT 01 0 Bike 0 PHF %HV

INT 02 0 EB 0.75 n/a

INT 03 0 88 55 Check WB 0.50 n/aINT 04 0 In: 153 NB 0.86 n/a

INT 05 0 143 Out: 153 SB 0.89 n/a

INT 06 0 East C St Intersection 0.89 0.0%

INT 07 0 Bicycles From: N S E W

INT 08 0 INT 01 0 Special Notes:

INT 09 0 INT 02 0

INT 10 0 INT 03 0

INT 11 0 INT 04 0INT 12 0 INT 05 0

0 0 0 0 0 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 37p Parking Lots on East C St

Page 76: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 38A East D St @ Tween East 25th & 26th St Date of Count: Wed 11-10-2010

Location: Tacoma Checked By: LP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval East D St East D St Parking Dwy Parking Dwy Total

Ending at T L S R T L S R T L S R T L S R

7:15 A 0 0 9 0 5 0 79 0 0 0 0 0 0 0 0 0 88

7:30 A 2 0 12 0 4 0 74 0 0 0 0 0 0 0 0 0 86

7:45 A 1 0 11 0 5 0 86 0 0 0 0 0 0 0 0 0 97

8:00 A 2 0 24 3 4 0 74 0 0 0 0 0 0 1 0 0 102

8:15 A 1 0 17 0 4 0 46 0 0 0 0 0 0 0 0 0 63

8:30 A 0 0 14 0 4 0 50 0 0 0 0 0 0 0 0 0 64

8:45 A 1 0 11 0 3 0 35 0 0 0 0 0 0 0 0 0 46

9:00 A 0 0 9 1 6 0 38 0 0 0 0 0 0 0 0 0 48

9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 7 0 107 4 35 0 482 0 0 0 0 0 0 1 0 0 594

Peak Hour: 7:00 AM to 8:00 AM

Total 5 0 56 3 18 0 313 0 0 0 0 0 0 1 0 0 373

Approach 59 313 0 1 373

%HV 8.5% 5.8% n/a n/a 6.2%

PHF 0.55 0.91 n/a 0.25 0.91

East D St373

59 314

0 Bike

Parking Dwy 3 56 0 0 Ped Parking Dwy0

3 Ped 0 0 0

Bike 0 0 0

4 1 0 Bike

1 0 7:00 AM to 8:00 AM 0 Ped 0

0

PEDs across: N S E W Ped 0 0 313 0 408 1.0 PHF Peak Hour Volume

INT 01 0 Bike 0 PHF %HV

INT 02 0 EB 0.25 n/a

INT 03 0 56 313 Check WB n/a n/aINT 04 0 In: 373 NB 0.91 5.8%

INT 05 0 369 Out: 373 SB 0.55 8.5%

INT 06 0 East D St Intersection 0.91 6.2%

INT 07 0 Bicycles From: N S E W Notes

INT 08 0 INT 01 0

INT 09 0 INT 02 0

INT 10 0 INT 03 0

INT 11 0 INT 04 0INT 12 0 INT 05 0

0 0 0 0 0 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 38A East D St @ Tween East 25th & 26th St

Page 77: Appendix C 2010 Field Traffic Counts · 2017-07-07 · Appendix C 2010 Field Traffic Counts ... 1 Bike Pac Hwy SW SR 99 11 50 0 Ped Pac Hwy SW SR 99 25 159 Ped 0 148 173 Bike 0 328

Prepared for: HDR Engineering

Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]

WBE/DBE

Intersection: L 38p East D St @ Tween East 25th & 26th St Date of Count: Wed 11-10-2010

Location: Tacoma Checked By: LP

Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) IntervalInterval East D St East D St Parking Dwy Parking Dwy Total

Ending at T L S R T L S R T L S R T L S R

4:15 P 0 0 59 0 3 1 31 0 0 0 0 0 0 2 0 2 95

4:30 P 1 0 73 1 3 0 44 0 0 0 0 0 0 0 0 0 118

4:45 P 1 0 65 1 2 0 40 0 0 0 0 0 0 1 0 0 107

5:00 P 3 0 66 0 2 1 37 0 0 0 0 0 0 1 0 2 107

5:15 P 0 0 58 0 2 1 49 0 0 0 0 0 0 0 0 0 108

5:30 P 1 0 76 0 6 0 56 0 0 0 0 0 0 0 0 0 132

5:45 P 0 0 51 0 5 0 58 0 0 0 0 0 0 0 0 1 110

6:00 P 0 0 53 0 2 0 47 0 0 0 0 0 0 0 0 0 100

6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total

Survey 6 0 501 2 25 3 362 0 0 0 0 0 0 4 0 5 877

Peak Hour: 4:45 PM to 5:45 PM

Total 4 0 251 0 15 2 200 0 0 0 0 0 0 1 0 3 457

Approach 251 202 0 4 457

%HV 1.6% 7.4% n/a n/a 4.2%

PHF 0.83 0.87 n/a 0.33 0.87

East D St452

251 201

0 Bike

Parking Dwy 0 251 0 0 Ped Parking Dwy0

2 Ped 0 0 0

Bike 0 0 0

6 1 0 Bike

4 0 4:45 PM to 5:45 PM 0 Ped 0

3

PEDs across: N S E W Ped 0 2 200 0 528 1.0 PHF Peak Hour Volume

INT 01 0 Bike 0 PHF %HV

INT 02 0 EB 0.33 n/a

INT 03 0 254 202 Check WB n/a n/aINT 04 0 In: 457 NB 0.87 7.4%

INT 05 0 456 Out: 457 SB 0.83 1.6%

INT 06 0 East D St Intersection 0.87 4.2%

INT 07 0 Bicycles From: N S E W Notes

INT 08 0 INT 01 0

INT 09 0 INT 02 0

INT 10 0 INT 03 0

INT 11 0 INT 04 0INT 12 0 INT 05 0

0 0 0 0 0 INT 06 0

INT 07 0INT 08 0

0 0 0 0 0 L 38p East D St @ Tween East 25th & 26th St