1 / 9

Southbound

Pre-queue Flow = 4630 Median lane = 1848 Center lane = 1835 Shoulder lane = 948 Queue Discharge Flow = 4134. Queue Discharge Flow = 4332. Southbound. 2. 1. 37. 290. 37. 1540. 930. 468. 626. 1075. 945. (m). 1110. 1650. 1357. 1250. 2250. 1460. 1280. 8:55. 9:53.

tod
Download Presentation

Southbound

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. Pre-queue Flow = 4630 Median lane = 1848 Center lane = 1835 Shoulder lane = 948 Queue Discharge Flow = 4134 Queue Discharge Flow = 4332 Southbound 2 1 37 290 37 1540 930 468 626 1075 945 (m) 1110 1650 1357 1250 2250 1460 1280 8:55 9:53 (MQ) 60 170 190 232 70 80 140 210 220 90 120 110 150 130 120 (AQ) 190 60 70 80 90 110 210 140 150 170 130 7:56 9:49 8:02 9:44 9:29 8:18 9:28 8:25 1 2 10 km/hr

  2. Not in Action Most likely cause of BN

  3. 10.16.07 A99 SB

  4. 7:52

  5. Southbound 37 290 37 1540 930 468 626 1075 945 (m) 1110 1650 1357 1250 2250 1460 1280 (MQ) 60 170 190 232 70 80 140 210 220 90 120 110 150 130 120 (AQ) 190 60 70 80 90 110 210 140 150 170 130 4 1 2 3 2 1 8:53 7:27 8:10 8:33 7:35 9:32 7:48 5 km/hr 8:38 9:16 8:50 9:41 7:47 8:00 8:43 8:53 7:56 8:27 8:49 9:00 8:02 8:26 8:54 9:05 9:16 8:57 8:07 8:18 8:21 8:34 8:13 8:22 9:18 8:27 8:37 9:07 20 km/hr 15 km/hr Pre-Queue Flow = 4680 Median lane = 1740 Center lane = 1740 Shoulder lane = 1200 Queue Discharge Flow = 4560 8:41 8:34 Pre-Queue Flow = 5340 Queue Discharge Flow = 5100

  6. Study Area

  7. Pre-queue Flow = 4630 Median lane = 1848 Center lane = 1835 Shoulder lane = 948 Queue Discharge Flow = 4134 Queue Discharge Flow = 4332 8:53 7:27 8:10 8:33 7:35 9:32 7:48 5 km/hr 8:38 9:16 8:50 9:41 Southbound 2 7:47 8:00 8:43 8:53 1 37 290 37 1540 930 468 626 1075 945 (m) 1110 1650 1357 1250 2250 1460 1280 8:55 9:53 7:56 8:27 8:49 9:00 (MQ) 60 170 190 232 70 80 140 210 220 90 120 110 150 130 120 (AQ) 190 60 70 80 90 110 210 140 150 170 130 7:56 9:49 8:02 8:26 8:54 9:05 8:02 9:44 9:16 8:57 8:07 8:18 8:21 8:34 9:29 8:18 8:13 8:22 9:18 8:27 8:37 9:07 20 km/hr 15 km/hr 9:28 8:25 2 1 4 3 2 1 1 2 Pre-Queue Flow = 4680 Median lane = 1740 Center lane = 1740 Shoulder lane = 1200 Queue Discharge Flow = 4560 8:41 8:34 Pre-Queue Flow = 5340 Queue Discharge Flow = 5100 10 km/hr

More Related