Analytical Procedures for Determining the Impacts of Reliability Mitigation Strategies (2012) / Chapter Skim
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Pages 245-249
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From page 245... ...
245 A p p e n d i x F Two sets of statistical comparisons were made regarding the end of congestion. One was made assuming a normal distribution.
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246 I-5 Lynnwood southbound 0.01 0.01 0.01 0.00 0.21 0.00 I-5 North King northbound 0.69 0.51 0.77 (0.09) 0.54 0.13 I-5 North King southbound 0.03 0.02 0.04 0.00 (0.06)
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247 Table F.2. Comparison of Ending Times of Congestion for A.M.
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248 SR 167 Renton southbound 9:42 7:33 7:30 7.033 4.957 I-5 Tukwila southbound 7:08 0:05 7:51 0.719 1.026 SR 520 Redmond westbound 7:09 0:56 2:10 2.266 2.888 I-405 North northbound 7:56 0:12 1:47 1.882 1.562 I-5 Everett northbound 7:05 0:01 0:14 1.202 1.928 I-5 Lynnwood northbound 7:13 (0:01)
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From page 249... ...
249 I-5 Seattle CBD southbound 18:49 0:06 0:13 0.271 0.520 I-5 Seattle North northbound 18:34 0:05 0:07 0.726 1.093 I-5 Seattle North southbound 18:20 0:16 0:31 1.513 2.481 I-5 South northbound 16:05 0:00 0:45 0.000 1.914 I-5 South southbound 18:08 0:09 0:19 1.179 2.168 I-5 Tukwila northbound 16:23 0:23 1:56 2.329 5.897 I-5 Tukwila southbound 17:18 0:21 0:51 2.083 4.972 I-90 Bellevue eastbound 16:35 0:21 1:02 1.131 1.433 I-90 Bellevue westbound 16:13 1:21 2:10 2.078 8.804 I-90 Bridge eastbound 18:18 0:22 0:35 3.196 4.751 I-90 Bridge westbound 18:25 0:34 0:48 2.921 4.299 I-90 Issaquah eastbound 16:10 (0:05)
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