Appendix C 2010 Field Traffic Counts (November 2010)
Appendix C
2010 Field Traffic Counts
(November 2010)
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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 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
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
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 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
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
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
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
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
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
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
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
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 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
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
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
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
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 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
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
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 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
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
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 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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
Prepared for: HDR Engineering
Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: [email protected]
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
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
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
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
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