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HomeMy WebLinkAboutTraffic Impact Analysis Part IIIivttan iae Lounty - transit • 1 of 5 Transit Search I Schedule TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users (for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov ROUTE S SCHEDULE Aventura Mall 04:29AM 04:53AM 05:13AM 05:34AM 05:55AM 06:04AM 06:12AM 06:21AM 06:30AM 185 St & Collins Ave 04:35AM 04:59AM 05:19AM 05:40AM 06:01 AM 06:10AM 06:18AM 06:27AM 06:36AM I I 163 St & Collins Ave 04:42AM 05:06AM 05:26AM 05:47AM 06:08AM 06:17AM 06:25AM 06:34AM 06:43AM 11 SERVICE: WEEKDAY 96 St & Harding Ave 04:50AM 05:14AM 05:34AM 05:55AM 06:16AM f 06:25AM 06:33AM 06:42AM 06:51AM 69 St & Abbott Ave 04:58AM 05:22AM 05:42AM 06:04AM 06:25AM 06:34AM 06:42AM 06:51AM 07:01AM I l 41 St& Indian Creek 05:06AM 05:30AM 05:50AM1 06:13AM 06:34AM 06:43AM 06:51AM 07:01AM 07:11AM DIRECTION: SOUTHBOUND Lincoln Rd & James Ave 05:12AM 05:36AM 05:56AM 06:20AM 06:41AM 06:50AM 07:OOAM 07:10AM 07:20AM 17 St & Alton Rd 05:15AM 05:39AM 06:OOAM 06:24AM 06:45AM 06: 54AM 07:04AM 07:14AM 07:24AM if 5 St & Alton Rd 05:20AM 05:44AM 1-06:06AM 06:30AM 06:51AM 07:01AM 07:11AM 07:21 AM 07:31AM Omni Metro Mover Bus Terminal 05:26AM 05:50AM 06:13AM 06:37AM 06:58AM 07:08AM 07:18AM 07:28AM 07:38AM II .s Using Our Site Contact Us Privacy Statement NE5StBD Bus Biscayne Termina Blvd 05:30AM 05:54AM 06:17AM 06:41AM 07:02AM 07:12AM 07:22AM 07:32AM 07:42AM 1r 5:34AM 05:58AM 06:22AM 06:46AM1 07:08AM 07:18AM 07:28AM 07:38AM 07:48AM http://www.co.miami-lade. fl.us/transit/routes/schedule.asp?R 1-WEEKDAY%20&R2=Southbound%20%20%20%20%20%20... 10/27/2004 I.. ..suaau� uvullLy - 114LILJAL 0 • 102of5 06:39AMII06:45AM1106:52AM1107:01AM II07:11AMJ 07:21AMII 07:30AM J[07:34AMIf 07:41AM II 07:48AM II 07:52AM II07:58AMI 07:21AM 06:48AM 06:58AM 07:07AM 07:17AM K7:27AM 07:37AM 07:45AM 07:53AM 08:00AM 08:08AM 08:17AM 08:27AM 08:37AM 08:47AM 08:57AM 09:07AM 09:17AM 09:27AM 09:37AM 09:47AM 09:57AM I10:07AM 10:17AM I10:27AM 10:37AM 10:47AM 10:57AM 11:07AM 11:17AM 11:27AM 1 06:54AM 07:04AM 07:13AM 07:23AM 07:33AM 07:43AM 07:51AM 07:59AM 08:08AM 08:16AM 08:25AM 08:35AM 08:45AM 08:55AM 09:05AM 09:15AM 09:25AM 09:35AM' 09:45AM 09:55AM 10:05AM 10:15AM 10:25AM 10:35AM 10:45AM 10:55AM, 11:05AM 11:15AM 11:25AM 11:35AM 11 07:02AM 07:12AM 07:21 AM 07:31AM 07:41AM 07:51AM 07:59AM 08:07AM 08:16AM `08:24AM 08:33AM 08:43AM 08: 53AM 09:03AM 09:13AM 09:23AM 09:33AM 09:43AM 09:53AM 10:03AM 10:13AM 10:23AM 10:33AM 10:43AM 10:53AM 11:03AM 11:13AM 11:23AM 11:33AM 11:43AM 11 07:11AM 07:21AM 07:30AM 07:40AM 07:50AM 08:OOAM 08:08AM 08:16AM 08:25AM 08:33AM 08:42AM 08:52AM 09:02AM 09:12AM 09:22AM 09:32AM 09:42AM 09:52AM 10:02AM 10:12AM 10:22AM 10:32AM 10:42AM 10:52AM 11: 02AM 11:12AM 11:22AM 11:32AM 11:42AM 11:52AM II 07:31AM 07:40AM 07:50AM 08:OOAM 08:10AM 08:18AM 08:26AM 08:35AM [08:43AM 08:52AM 09:02AM 09:12AM 09:22AM 09:32AM ,09:42AM 09:52AM 10:02AM 10:12AM 110:22AM 10:32AM 10:42AM 10:52AM 11:02AM 11:12AM 11:22AM 11:32AM 11:42AM 11:52AM 12:02PM II 07:31AM 07:41AM 07:50AM 08:00AM 08:10AM 08:20AM 08:28AM 08:36AM 08:45AM 08:53AM 09:03AM 09:13AM 09:23AM 09:33AM 09:43AM 09:53AM 10:03AM 10:13AM 10:23AM 10:33AM 10:43AM 10:53AM 11:03AM 11:13AM 11:23AM 11:33AM 11:43AM 11:53AM 12:03PM 12:13PM II 07:40AM 07:50AM 08:OOAM 08:10AM 108:20AM 08:30AM 08:38AM 08:46AM 08: 55AM 09:04AM 09:14AM 09:24AM 09:34AM 09:44AM 09:54AM 10:04AM 10:14AM 10:24AM 10:34AM 10:44AM 10:54AM 11:04AM 11:14AM 11:24AM 11: 34AM 111:44AM 11:54AM 12:04PM 12:14PM 112:24PM II 07:44AM 07:54AM 08:04AM 08:14AM 08:24AM 08:34AM 08:42AM 08:50AM 08:59AM 09:09AM 09:19AM 09:29AM 09:39AM 09:49AM 09:59AM 10:09AM '10:19AM 10:29AM 10:39AM 10:49AM 10:59AM 11:09AM 11:19AM 11:29AM 11:39AM 11:49AM 11:59AM 12:09PM 12:19PM 12:29PM 07:51AM 08:01AM 08:11AM 08:21AM 08:31AM 08:41 AM 08:49AM 08:57AM 09:07AM 09:17AM 09:27AM 09:37AM 09:47AM 09:57AM 10:07AM 10:17AM 10:27AM- 10:37AM F 10:47AM 10:57AM 11:07AM 11:17AM 11:27AM 11:37AM 11:47AM 11:57AM 12:07PM 12:17PM 12:27PM 12:37PM 11 07:58AM 08:08AM 08:18AM 08:28AM 08:38AM 08:48AM 08:56AM 09:06AM 09:16AM 09:26AM 09:36AM 09:46AM 09:56AM 10:06AM 10:16AM 10:26AM 10:36AM 10:46AM 10:56AM 11:06AM 11:16AM 11:26AM 11:36AM 11:46AM 11:56AM 12:06PM 12:16PM 12:26PM 12:36PM 12:46PM 08:02AM 08:12AM 08:22AM 08:32AM 08:42AM 08:52AM 09:00AM 09:10AM 09:20AM 09:30AM 09:40AM 09:50AM 10:OOAM 10:10AM1 10:20AM 10:30AM 10:40AM 10:50AM 11:00AM 11:10AM 11:20AM 11:30AM 11:40AM 11:50AM 12:OOPM 12:10PM 12:20PM 12:30PM 12:4OPM 12:50PM II 08:08AM 08:18AM 08:28AM 08:38AM 08:48AM 08:58AM 09:08AM 09:18AM 09:28AM 09:38AM 09:48AM 09:58AM 10:08AM 10:18AM 10:28AM ,10:38AM 10:48AM 10:58AM 11:08AM 11:18AM 11:28AM 11:38AM 11:48AM 11:58AM 12:08PM 12:18PM 12:28PM 12:38PM 12:48PM 12:58PM 1 http://www.co.miami-dade.fl.us/transit/routes/schedule.asp?R l =WEEKDAY%20&R2=Southbound%20%20%20°/%20%20%20... 1 0/27/2004 ivira.ri aue t aunty - transit • .3 of 5 11:47AM 11:37AMII11:45AMij11:53AMf 12:02PM (12:12PMII12:23PM 112:34PM [12:39PMII 12:47PM II 12:56PM f 01:OOPM I01:08PMI [01:10PM 11:57AM 112:07PM: 12:17PM 12:27PM 12:37PM 12:47PM r12:56PM 01:06PM 01:16PM 01:25PM 01:35PM 01:43PM 01:53PM 02:03PM 02:13PM 02:23PM 02:33PM 02:43PM 02:53PM 03:03PM 03:13PM 03:23PM 03:33PM 03:43PM 03:53PM 04:03PM' 04:13PM 04:23PM 04:33PM 11:55AM 12:05PM 12:15PM 12:25PM 12:35PM 12:45PM 12:55PM 01:04PM 01:14PM 01:24PM 01:33PM 01:43PM 01:51PM 02:01PM 02:11PM 02:21 PM 02:31PM 02:41PM 02:51 PM 03:01 PM 03:11PM 03:21PM 03:31PM 03:41 PM 03:51 PM 04:01PM 04:11PM 04:21 PM 04:31 PM 04:41PM 1r 12:03PM 12:13PM 12:23PMj 12:33PM 12:43PM 12:53PM 01:03PM 01:12PM 01:22PM 01:32PM 01:41PM 01:51PM 02:01PM [02:11PM 02:21 PM 02:31PM 02:41 PM 02:51 PM 03:01 PM 03:11 PM 03:21PM 03:31 PM 03:41 PM 03:51 PM 04:01 PM 04:11PM 04:21 PM 04:31 PM 04:41 PM 04:51 PM it 12:12PM 12:22PM 12:32PM 12:42PM 12:52PM 01:02PM 01:12PM 01:21PM 01:31PM 01:41PM 01:50PM 02:OOPM 02:10PM 02:20PM 02:30PM 02:40PM 02:50PM 03:00PM [03:10PM 03:20PM 03:30PM 03:40PM 03:50PM 04:OOPM 04:10PM 04:20PM 04:30PM 04:40P M 04:50PM 05:00PM 1I 12:22PM 12:32PM 12:42PM 12:52PM 01:02PM 01:12PM 01:22PM 01:31PM 01:41PM 01:51PM 02:01PM 02:11PM 02:21PM 02:31PM 02:41 PM 02:51 PM 03:01 PM 03:11 PM 03:21PM 03:31 PM 03:41PM 03:51 PM 04:01 PM 04:11PM 04:21 PM 04:31PM 04:41PM 04:51 PM 05:01 PM 05:11PM 12:33PM 12:43PM 12:53PM 01:03PM 01:13PM 01:23PM 01:33PM 01:42PM 01:52PM' 02:02PM 02:12PM 02:22PM 02:32PM` 02:42PM 02:52PM 03:02PM 03:12PM 03:22PM 03:32PM 03:42PM 03:52PM 04:02PM 04:12PM 04:22PM 04:32PM [04:42PM 04:52PM 05:02PM 05:12PM 05:22PM 11 12:44PM 12:54PM 01:04PM 01:14PM 01:24PM 01:34PM 01:44PM 01:53PM 02:03PM 02:13PM 02:23PM 02:33PM 02:43PM 02:53PM 03:03PM 03:13PM 03:23PM 03:33PM 03:43PM 03:53PM 04:03PM 04:13PM 04:23PM 04:33PM 04:43PM 04:53PM 05:03PM 05:13PM 05:23PM 05:33PM 11 12:49PM 12:59PM 01:09PM 01:19PM '01:29PM 01:39PM 01:49PM 01:58PM 02:08PM 02:18PM 02:28PM 02:38PM 02:48PM 02:58PM 03:08PM 03:18PM` 03:28PM 03:38PM 03:48PM 03:58PM 04:08PM 04:18PM 04:28PM 04:38PM 04:48PM 04:58PM 05:08PM 05:18PM 05:28PM 05:38PM 11 12:57PM 01:07PM 01:17PM 01:27PM 01:37PM 01:47PM 01:57PM 02:07PM 02:17PM 02:27PM 02:37PM 02:47PM 02:57PM 03:07PM 03:17PM 03:27PM 03:37PM 03:47PM 03:57PM 04:07PM 04:17PM 04:27PM 04:37PM 04:47PM 04:57PM 05:07PM 05:17PM 05:27PM 05:37PM 05:47PM 11 01:06PM 01:16PM 01:26PM 01:36PM 01:46PM 01:56PM 02:06PM 02:16PM 02:26PM 02:36PM a 02:46PM 02:56PM 03:06PM 03:16PM 03:26PM 03:36PM 03:46PM 03:56PM 01:20PM 01:30PM 01:4OPM 01:50PM 02:OOPM 02:10PM 02:20PM 02:30PM 02:40PM 02:50PM 03:OOPM 03:10PM 03:20PM 03:30PM 03:40PM f 04:06PM 04:16PM 04:26PM 01:18PM 01:28PM 01:38PM 01:48PM 01:58PM 02:O8PM 02:18PM 02:28PM 02:38PM 02:48PM 02:58PM 03:08PM 03:18PM 03:28PM 03:38PM 03:48PM 03:5OPM 03:58PM 04:10PM 04:18PM 04:20PM 04:28PM 04:30PM 04:OOPM 04:08PM 04:36PM 04:40PM 04:46PM 04:56PM 05:06PM 04:38PM 04:48PM 04:50PM 04:58PM 05:OOPM I05:08PM 05:1flPM 05:18PM 05:16PM 05:20PM 05:28PM, 05:26PM 05:36PM 05:46PM 11 05:30PM 05:40PM 05:50PM 05:56PM 06:OOPM 05:38PM 05:48PM 05:58PM 06:08PM 10 MIN tAre http://www.ca.miami-lade.fl.us/transit/routes/schedule.asp?R1=WEEKDAY%2O&R2=SouthbOut d%20%20%20%20%20%20... 10/27/2004 • - i 1 u11OLI. • 4 off I04:43PM 04:51P 04:53PM 05:03PM 05:13PM 05:23PM 05:35PM 05:47PM 05:58PM 06:09PM 06:20PM 06:31 PM 06:42PM 06:54PM 07:04PM 07:14PM 07:24PM 07:34PM 07:44PM 07:54PM 08:04PM 08:14PM 08:24PM 08:34PM 08:45PM 08:55PM 09:06PM 09:21 PM 09:40PM 10:OOPM 10:19PM 10:42PM 1 05:01 PM 05:11PM 05:21 PM 05:31 PM 05:43PM 05:55PM 06:06PM 06:17PM 06:28PM 06:39PM 06:50PM 07:02PM 07:12PM 07:22PM 07:32PM 07:42PM 07:52PM 08:02PM 08:12PM 08:22PM 08:32PM 08:42PM 08:53PM 09:03PM 09:14PM 09:29PM 09:48PM 10:07PM 10:26PM 10:49PM 05:01 PMII 05:10PM I105:21 PMII05:32PMjI 05:43PM 1 05:48PM 05:11PM' 05:21PM 05: 31 PM 05:41 PM 05:53PM 06:05PM 06:16PM 06:27PM 06:38PM 06:49PM 07:OOPM 07:10PM 07:20PM 07:30PM 07:40PM 07:50PM 08:OOPM 08:10PM 08:20PM 08:30PM 08:40PM 08:50PM 09:01 PM 09:11PM 09:22PM 09:37PM 09:56PM 10:15PM 10:34PM 10:57PM 05:20PM 05:30PM 05:40PM 05:50PM 06:02PM 06:14PM 06:25PM 06:36PM 06:47PM 06:58PM 07:09PM 07:19PM 07:29PM 07:39PM 07:49PM 07:59PM 08:09PM 08:19PM 08:29PM 08:39PM 08:49PM 08:59PM 09:10PM 09:20PM 09:31PM 09:46PM 10:05PM 10:23PM 10:42PM 11:05PM 11 1 05:31 PM 05:41 PM 05:51 PM 06:01 PM 06:13PM 06:25PM 06:36PM 06:47PM 06:58PM 07:09PM 07:19PM 07:29PM 07:39PM 07:49PM 07:59PM 08:09PM 08:19PM 08:29PM 08:39PM 08:49PM 08:59PM 09:09PM 09:20PM 09:30PM 09:41 PM 09:56PM 10:14PM 10:32PM 10:51 PM 11:14PM 05:42PM 05:52PM 06:02PM 06:12PM 06:24PM` 06:36PM 06:47PM 06:58PM 07:09PM 07:19PM 07:29PM 07:39PM 07:49PM 07:59PM 08:09PM 08:19PM 08:29PM 08:39PM 08:49PM 08:59PM 09:09PM 09:19PM 09.30PM 09:40PM 09:51 PM 10:06PM 10:23PM 10:41PM 11:00PM 11:23PM 11 05:53PM 06:03PM 06:13PM 06:23PM 06:35PM 06:47PM 06:58PM 07:09PM 07:19PM 07:29PM 07:39PM 07:49PM 07:59PM 08:09PM 08:19PM 08:29PM 08:39PM 08:49PM 08:59PM 09:09PM 09:19PM 09:29PM 09:40PM 09:50PM 10:01 PM 10:14PM 10:31PM 10:49PM 11:08PM 11:31PM 1 11 05:58PM 06:08PM 06:18PM 06:28PM 06:40PM '06:52PM 07:03PM 07:13PM 07:23PM 07:33PM 07:43PM 07:53PM 08:03PM 08:13PM 08:23PM 08:33PM 08:43PM 08:53PM) 09:03PM 09:13PM 09:23PM 09:33PM 09:44PM 09:54PM 10:04PM 10:17PM 10:34PM' 10:52PM 11:11PM 11:34PM 11 1 05:57PM 11 06:06PM I 06:10PM II06:18PMI 06:07PM 06:17PM 06:27PM 06:37PM 06:49PM 07:01PM 07:11PM 07:21 PM 07:31 PM 07:41 PM 07:51PM 08:01 PM 08:11PM 08:21 PM 08:31 PM 08:41 PM 08:51PM 09:01PM 09:11PM 09:21 PM 09:31 PM 09:41 PM 09:52PM 10:02PM 10:09PM 10:22PM 10:39PM 10:57PM 11:16PM 11:39PM 06:16PM 06:26PM 06:36PM 06:46PM 06:58PM 07:08PM 07:18PM 07:28PM 07:38PM 07:48PM 07:58PM 08:08PM 08:18PM 08:28PM 08:38PM 08:48PM 08:58PM 09:08PM 09:18PM 09:28PM 09:38PM 09:48PM 09:59PM 10:09PM 10:16PM 10:29PM 10:46PM 11:04PM 11:23PM 11:46PM 11 06:20PM 06:30PM 06:40PM 06:50PM 07:02PM 07:12PM 07:22PM 07:32PM 07:42PM 07:52PM 08:02PM 08:12PM 08:22PM 08:32PM 08:42PM 08:52PM 09:02PM 09:12PM 09:22PM 09:32PM 09:42PM 09:52PM 10:03PM 10:13PM 10:20PM 10:33PM 10:50PM 11:08PM 11:27PM 11:50PM 11 06:28PM 06:38PM 06:48PM 06:58PM 07:08PM 07:18PM s 07:28PM 07:38PM 07:48PM 07:58PM 08:08PM 08:18PM 08:28PM 08:38PM 08:48PM 08:58PM 09:08PM 09:18PM 09:28PM 09:38PM 09:48PM 09:58PM 10:08PM 10:18PM 10:25PM 10:38PM 10:55PM 11:13PM 11:32PM 11:55PM 1€ 1 http://www.co.miami-dade.fl.us/transit/routes/scheduie.asp?R I =WEEKDAY%20&R2=Southbound%20%20%20%20%20%20... I0/27/2004 Mian ide County - Transit • 5 of 5 11:05PM]I11:12PMI 11:20PM11 11:28PM 1111:37PM 11:46PMJ[ 11:54PM ]111:57PM 11:25PM 11:48PM 12:50AM 01:50AM 02:50AM 03:50AM 11:32PM 11:55PM 12:56AM 01:56AM 02:56AM 03:56AM 11:40PM 12:03AM 01:03AM 02:03AM 03:03AM 04:03AM 11:48PM 12:11AM 01:11AM 02:11AM 03:11AM 04:11AM 11:57PM 12:19AM 01:19AM 02:19AM 03:19AM 04:19AM 12:06AM 12:27AM 01:27AM 02:27AM 03:27AM 04:27AM r 12:12AM 12:33AM 01:33AM 02:33AM 03:33AM 04: 33AM CLOSE WINDOW 12:15AM 12:36AM 01:36AM 02:36AM 03:36AM 04: 36AM 12:02AM J[ 12:08AM IF 12:12AM f 12:16AM1 12:20AM 12:41AM 01:41AM 02:41AM 03:41AM 04:41AM 12:26AM 12:47AM 01:47AM 02:47AM 03:47AM 04:47AM 12:30AM 12:51AM 01:51AM 02:51AM 03:51AM 04:51AM 12:34AM 12:55AM 01:55AM 02:55AM 03:55AM 04:55AM http://www.co.miami-dade.fl.us/transit/routes/schedule. asp?R 1=WEEKDAY%20&R2=Southbound%20%20%20%20%20°/%20... 10/27/2004 • • • Seaport Connection 6. , WHEELCHAIR ACCESSIBLE Government Center Station 0 • NW 1 St 72 Po 15 0 m 2 NW 2 St 11.1111111111111111111 i11 N N N N 1 Legend • Bus Stop North Map not to scale Miami -Dade County - Transit Page 1 of 2 • • 1 Transit Search Schedule M I A M I- D A D E TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users {for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov ROUTE SEAPORT CONNECTION SCHEDULE SERVICE: WEEKDAY DIRECTION: EASTBOUND Metro -Dade Government Center i 06:OOAM 06:15AM 06:30AM 06:45AM 07:OOAM 07:15AM 07:30AM 07:45AM 08:00AM 08:15AM 08:30AM 08:45AM 09:OOAM Royal Carib Bldg 06:08AM 06:23AM 06:38AM 06:53AM 07:08AM 07:23AM 07:38AM 07:53AM 08:08AM 08:23AM 08:38AM 08:53AM 09:08AM Port Admin Bldg 06:13AM 06:28AM 06:43AM 06:58AM 07:13AM 07:28AM 07:43AM 07:58AM 08:13AM 08:28AM 08:43AM 08:58AM 09:13AM 09:15AM 09:23AM 09:28AM 09:30AM 09:38AM [09:43AM 10:OOAM 10:30AM 11:OOAM 11:30AM 12:OOPM 12:30PM 10:08AM 10:38AM 11:08AM 11:38AM 12:08PM 12:38PM 10:13AM 10:43AM 11:13AM 11:43AM 12:13PM 12:43PM http://www.co.miami-dade. fl.us/transit/routes/schedule.asp?R 1—WEEKDAY%20&R2=Ea... 11 /1 /2004 Miami -Dade County - Transit Page 2 of 2 01:00PM 1101:08PM J01:13PM 01:30PM 01:38PM 01:43PM 02:00PM 02:08PM 02:13PM 02:30PM 02:38PM 02:43PM 03:OOPM 03:08PM 03:13PM 03:15PM 03:23PM 03:28PM 03:30PM 03:38PM 03:43PM 03:45PM I03:53PM 03:58PM 04:00PM 04:O8PM 04:13PM 04:15PM 04:23PM 04:28PM 04:30PM 04:38PM 04:43PM 04:45PM 04:53PM 04:58PM 05:00PM 05:08PM 05:13PM 05:15PM 05:23PM 05:28PM 05:30PM 05:38PM 05:43PM 05:45PM 05:53PM 05:58PM 06:00PM 06:08PM 06:13PM 06:15PM 06:23PM 06:28PM 06:30PM 06:38PM 06:42PM 07:OOPM 07:O8PM 07:12PM 07:30PM 07:38PM 07:42PM 08:00PM 08:08PM 08:12PM 08:30PM 08:38PM 08:42PM 09:00PM 09:O8PM 09:12PM 09:30PM 09:38PM 09:42PM CLOSE WINDOW ‘..06.k.,v.\S http:!/ww v.co.miami-dale.fl.us/transit/routes/schedule.asp?R1=WEEKDAY%20&R2=Ea... 11/1/2004 Miami -Dade County - Transit Page 1 of 2 • • Transit Search 1 Schedule r 7 L M 1 A M I- D A D E TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users (for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov ROUTE SEAPORT CONNECTION SCHEDULE SERVICE: WEEKDAY DIRECTION: WESTBOUND Port Metro -Dade Admin Government Bldg Center 06:13AM 06:28AM 06:43AM 06:58AM 07:13AM 07:28AM 07:43AM 07:58AM 08:13AM 08:28AM 08:43AM 08:58AM 09:13AM 09:28AM 09:43AM 10:13AM 10:43AM 11:13AM 11:43AM 12:13PM 12:43PM 06:22AM 06:37AM 06:52AM 07:07AM 07:22AM 07:37AM 07:52AM 08:O7AM 08:22AM 08:37AM 08:52AM 09:07AM 09:22AM 09:37AM 09:52AM J 10:22AM 10:52AM 11:22AM 11:52AM 12:22PM 12:52PM http://www.co.miami-dale.fl.us/transit/routes/schedule.asp?R 1=WEEKDAY%20&R2=W ... 11 / 1 /2004 Miami -Dade County - Transit Page 2 of 2 • • I01:13PMF1 01:22PM 01:43PM 02:13PM 02:43PM 03:13PM 03:28PM 03:43PM 01:52PM 02:22PM 02:52PM 03:22PM 03:37PM 03:52PM 03:58PM 04:13PM1 04:28PML 04:43PML 04:58PM 04:07PM 04:22PM 04:37PM 04:52PM 05:07PM 05:13PM 05:22PM 05:28PM 05:37PM 05:43PM 05:52PM 05:58PM 06:13PM 06:28PM 06:42PM 07:12PM -07:42PM 08:12PM 08:42PM 09:12PM 09:42PM M06:07PM 06:22PM 06:37PM 06:50PM 07:20PM 07:50PM 08:20PM 08:50PM 09:20PM 09:50PM CLOSE WINDOW \ 5 '4'(\i i\u - http://www.co.miami-dade. fl.us/transit/routes/schedule.asp?Rl =WEEKDAY%20&R2=W... 11 / 1 /2004 • • Route T Legend Weekend Only O - Limited Stop NE 38 St NE 36 St NE 29 St NE 19 St NE 17 Terr NE 14 St w Toil Booth -� t HAULOVER Low PARK MARINA Omni Bus Terminal Government m r. eNE 4 St Center jm ¢ MDCC Metrorail , 1 T Downtown Station Campus cia 1 I Flagler St Downtown Bus Termina SW/SE 1 St BAL HARBOUR m Evening & Weekend Short Turn MIAMI BEACH 96 Si cSURFSIDE 0 72 St North Map not to scale • •1 of 3 Transit Search Schedule E Using Our Site Contact Us Privacy Statement TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users (for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov ROUTE T SCHEDULE SERVICE: WEEKDAY DIRECTION: NORTHBOUND CBD Bus Terminal Omni Metro Mover Bus Terminal NE 36 St & Biscayne Blvd 41 St & Collins Ave 69 St & Collins Ave 72 St & Collins Ave 96 St & Collins Ave Haulover Marina 05:00AM 05:07AM 105:12AM 05:22AM 05:30AM 05:31AM` 05:35AM 05:39AM 105:30AM II 05:37AM II 05:42AM 05:52AM 06:02AM 06:03AM 06:09AM 06:13AM [05:50AMII 05:57AM 1I 06:03AM 06:13AM 06:23AM I06:24AM 06:30AM 06:34AM 06:10AM 06:19AM [ 06:25AM 06:35AM 06:45AM I06:46AMI 06:52AM106:56AMI I06:30AM 06:39AM 06:45AM [06:55AM [07:05AM 07:06AM 07:12AM 07:17AMI I06:50AMI 06:59AM 07:05AM 07:17AM I07:27AM I07:28AM 07:34AM 07:39AM I07:00AM 1107:10AM 07:16AM 07:28AM I07: 38AM [07:39AM 07:45AM 07:50AM [07:22AMII 07:32AM 07:38AM 07:50AM I08:00AM I08:01AM 08:08AM 08:13AM 07:42AM it 107:52AM 107:58AM 108:10AM €� I08:20AM 08:21AM 08:28AM 08:33AM I I http://www.co,miami-dade.fl.us/transit/routes/schedule.asp?R1—'I EEKDAY%20&R2=Northbound%20%20%20%20%20%20... 100717f n4 • • 02 of 3 PSEs 3Slow 2Houts Hol4& (2.© MINa1E H64DV0%) I08:O2AMJ[ 08:12AM II 08:18AMII08:30AMII08:40AMI08:41AMI[08:48AMI[08:53AM 08:26AM 08:36AM 08:42AM 08:54AM 09:04AM 09:05AM 09:12AM 09:18AM 08:47AM 08:57AM j 09:03AM 09:17AM 09:27AM 09:28AM 09:35AM 09:41AM 09:09AM 1 09:19AM 09:25AM 09:39AM 09:49AM I09:50AM 09:57AM 10:03AM 09:29AM 09:39AM 09:45AM [09:59AM 10:09AM 10:10AM 10:17AM 10:23AM 09:49AMI 09:59AM 10:05AM 10:19AM 110:29AM I10:3OAM 310:37AM I10:43AM1 10:19AM [ 10:29AM 110:35AM J 10:49AM 10:59AM I11:00AM 11:07AM 11:13AM 10:49AM 10:59AM 11:05AM 1[11:19AM 11:29AM 11:30AM 11:37AM 11:43AM€ I11:19AMI 11:29AM 11:35AM 11:49AM� 11:59AM 12:OOPM 12:07PM 12:13PM 111:49AMI 11:59AM 12:05PM 12:19PM 12:29PMI12:30PM 12:37PM 12:43PM I12:19PM 12:29PM ' 12:35PM [12:49PM 12:59PM 01:00PM 01:07PM 01:13PM 12:49PM 12:59PM f 01:05PM 01:19PM 01:29PM 01:30PM I01:37PM 01:43PM I01:19PMI 01:29PM i 01:35PM 01:49PM 01:59PM` 02:00PM 02:07PM 02:13PM 01:49PM 101:59PM 02:05PM 02:19PM IO2:29PM 02:30PM 02:37PM 02:43PM , 02:19PMII 02:29PM 02:35PM 02:49PM 02:59PM 03:OOPM€ 03:07PM 03:12PM IO2:49PMJI 02:59PM 03:06PM 03:18PM 03:28PM 03:29PM 03:36PM 03:41PMI 03:19PMII 03:29PM 03:36PM 03:48PM 03:58PM 03:59PM 04:06PM I04:11PMI I03:44PM1! 03:54PM 04:01 PM 04:13PM 04:23PM 04:24PM' 04:31 PM 04:36PM1 i 03:59PM 04:09PM 04:16PM 04:28PM 04:38PM 04:39PM 04:46PM 04:51 PM 04:17PM 04:27PM 104:34PM 104:46PM I04:56PM I04:57PM 05:04PM 05:09PM 04:38PM] 04:48PM 04:55PM 05:07PM 05:17PM 05:18PM' 05:25PM-I 05:30PM 04:58PM 05:08PM 105:15PM 05:27PM 05:37PM 05:38PM 05:45PM F05:50PM 05:18PM r 05:28PM 05:35PM 05:47PM 05:57PM '05:58PM 06:05PM 06:10PM 05:38PM 05:48PM 05:55PM 06:07PM 06:17PM 06:18PM 06:25PM 06:30PM 05:58PM 06:08PM f 06:15PM I06:27PM 06:37PM 06:38PM 06:45PM 06:50PM I06:16PM 06:26PM 06:33PM 06:45PM 06:55PM 06:56PM 07:03PM 07:08PMj [06:35PMII 06:45PM 06:52PM 07:04PM 07:13PM 07:14PM 07:20PM 07:25PM I07:03PMI 07:12PM 07:18PM 07:29PM 07:38PM I07:39PM 07:45PM 07:50PM 07:33PMII 07:42PM 07:48PM 07:59PM 08:08PM I08:09PM 08:15PM 08:20PM 08:03PM 108:12PM 'I 08:18PM 08:29PM 08:38PM 08:39PM 08:45PM 08:50PM I09:03PM,, 09:12PM 1 09:18PM 09:29PM 09:38PM 09:39PM : 1 http://www.co. miami-dade.fl.us/transit/routes/schedule.asp?R 1=WEEKDAY%20&R2=Northbound%20%2o%20%20%20%20... 10/27/2004 ivitai ue k_uufay - 1 ransit • 1113 of 3 CLOSE WINDOW http://www.co.miami-dale.fl.us/transit/routes/schedule,asp?R l =WEEKDAY%20&R2=Northbound%20%20%20%20%20%20... 10/27/2004 ivtlal.aut. l.uUilly - 1ldilSll • 1 of3 Transit Search 1 Schedule A TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users (for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov ROUTE T SCHEDULE SERVICE: WEEKDAY Haulover Marina 06:09AM 06:29AM 06:47AM 07:06AM 07:30AM 07:51AM 08:11AM 08:30AM 08:50AM 96 St & Harding Ave 06:14AM 06:34AM 06:52AM 07:12AM 07:36AM 07:57AM 08:17AM 08:36AM 08:56AM- 69 St & Abbott Ave 06:22AM 06:42AM 07:01AM 07:21 AM 07:45AM 08:06AM 08:26AM 08:45AM 09:05AM 11 DIRECTION: SOUTHBOUND 41 St & Indian Creek 06:31AM 06:51AM 07:11AM 07:31AM 07:55AM 08:16AM 08:36AM 08:55AM 109:15AM it NE36St& Biscayne Blvd 06:42AM 07:04AM 07:24AM 07:44AM 08:08AM 08:29AM 08:49AM 09:09AM 09:29AM it Omni Metro Mover Bus Terminal CBD Bus Terminal 06:48AM 06:58A 07:10AM 07:30AM 07:50AM 08:14AM 08:35AM 08:55AM 09:15AM 09:35AM I I 07:20AM 07:40AM 08:00AM 08:24AM 08:45AM 09:07AM 09:27AM 09:47AM { 1 Using Our Site Contact Us Privacy Statement http://www.co.miami-dade.fl.us/transit/routes/schedule.asp?R1=WEEKDAY%20&R2=Southbounc %20%20%20%20%20%20... 10/27/2004 W • le2of3 I II110:05AM, II 3 1I 09:50AMI 09:56AM 10:15AM 0:29AM 10:29AM 10:35AM 10:47AM 10:20AM 10:26AM 10:35AM 10:45AM 110:59AM 11:05AM 11:17AM 10:50AMII 10:56AM 111:05AM 11:15AM l 11:29AM 11:35AM 11:47AM 11:20AM 11:26AM 11:35AM I11:45AM 11:59AM 12:05PM 12:17PM 11:50AM 11:56AM 12:05PM 12:15PM 12:29PM 12:35PM 12:47PM 12:20PM 12:26PM 12:35PM 12:45PM 12:59PM 'I 01:05PM 01:17PM 12:50PM 112:56PM 01:05PM 01:15PM 01:29PM 1 01:35PM 01:47PM' 01:20PM [01:26PM 01:35PM 01:45PM 01:59PM 102:05PM 102:17PMI 01:50PM 101:56PM 02:05PM 02:15PM 102:29PM 102:35PM 02:47PM 02:20PM 02:26PM 02:35PM 02:45PM 02:59PM [ 03:05PM 03:17PM 02:45PM 102:51 PM 03:00PM I03:10PMII 03:24PM 03:30PM 03:42PMI 03:OOPM 03:06PM 03:15PM 03:25PM 103:39PM 103:45PM 103:57PM 03:20PM 103:26PM 03:35PM 03:45PM 03:59PM 104:05PM 04:17P 1 03:40PM 1 03:46PM 03:55PM 04:05PMII 04:18PM 04:24PM 04:36PM 04:00PM 104:06PM 04:15PM 04:25PM 04:38PM 04:44PM 04:56PM 04:20PM I04:26PM I04:35PM] 04:45PM 04:58PM [05:04PM 05:16PM‘ I04:40PM 04:46PM I04:55PM 05:05PM 05:18PM 05:24PM 05:36PM 05:OOPM 05:O6PM I05:15PM 05:25PM 05:38PM 05:44PM ,05:56PM 05:20PM [05:26PM 1I05:35PM 05:45PM 105:58PM 06:04PM 06:14PM 05:40PM 105:46PM II05:55PM 06:05PM 06:17PM 106:23PM 06:33PM 06:10PM 06:15PM 06:23PMI 06:33PM 06:45PM 106:51 PM 07:01 PM 106:25PM 06:30PM 1106:38PM 06:48PM 107:00PM 07:16PM 107:06PM 06:4OPM 06:45PM I06:53PMII07:03PMI 07:15PM ] 07:21PM 07:31PM 07:10PM 07:15PM I07:23PMII07:33PM1 07:45PM 07:51PM I08:01PMI I.07:40PMII 07:45PM I07:53PMII08:03PM 08:15PM 108:21 PM 08:31PM I08:10PMII08:15PM I08:23PM 08:33PM 08:45PM 08:51PM 09:01PM 108:40PMI[08:45PM I08:53PMI[09:03PMI 09:15PM 09:21PM I09:31PMI 09:10PMI 09:15PM 09:23PM1 09:33PM 09:45PM 09:51 PM 10:01 PM I II : I09:43PM1[09:53PM 10:05PM 10:11PM II10:20PMI guns 3056.5 (loiti,iiir j-{CRI1 WAYS http://www.co.miami-dade,fl.us/transit/routes/schedule asp?R1=WEEKDAY%20&R2=Southbound%20%20%20%20%20%20... 10/27/2004 tvifcu. atll., •LA.Ju„Ly - 1Aa11Jlt • 3of3 CLOSE WINDOW http://www.co.miami-dade. fl.us/transit/routes/schedule.asp?R 1=WEEKDAY%20&R2=Southbound%20%20%20%20%20%20, .. 10/27/2004 • • Ridership Data • • Route 2 Day Date Time Number of Passengers Direction Seats Standees Capacity Tuesday 2/3/2004 1619 10 SB/WB 38 15 53 Tuesday 2/3/2004 1629 12 NB/EB 38 15 53 Tuesday 2/3/2004 1752 8 SB/WB 38 15 53 Monday 2/3/2003 1613 9 NB/EB 43 20 63 Monday 2/3/2003 1747 3 SB/WB 38 15 53 Thursday 2/13/2003 1627 4 SB/WB 42 20 62 Thursday 2/13/2003 1641 10 NB/EB 42 20 62 Monday 5/12/2003 1644 3 SB/WB 38 15 53 Monday 5/12/2003 1658 7 NB/EB 38 15 53 Monday 3/4/2002 1600 4 SB/WB 46 20 66 Friday 6/1/2001 1648 6 SB/WB 38 15 53 Wednesday 11/13/2002 1600 8 S13/WB 43 20 63 Average Per Direction Ridership Capacity NB/EB 10 58 SB/WB 6 57 Route 3 Day Date Time Number of Passengers Direction Seats Standees Capacity Friday 8/27/2004 1632 19 SB 38 15 53 Monday 3/10/2003 1751 19 SB 43 20 63 Wednesday 9/11/2002 1709 16 SB 43 20 63 Thursday 6/6/2002 1754 12 SB 38 15 53 Tuesday 7/16/2002 1743 8 SB 43 20 63 Monday 9/16/2002 1650 17 SB 43 20 63 Monday 9/16/2002 1706 21 NB 43 20 63 Monday 9/16/2002 1620 26 SB 38 15 53 Thursday 6/27/2002 1600 19 NB 38 15 53 Average Per Direction Ridership Capacity NB 20 58 SB 17 59 • • • Route 6 Day Date Time Number of Passengers Direction Seats Standees Capacity Tuesday 11/5/2002 1747 1 NB 26 10 36 Wednesday 2/12/2003 1724 1 NB 26 10 36 Friday 10/10/2003 1721 2 NB 26 10 36 Tuesday 11/19/2002 1601 3 SB 26 10 36 Tuesday 11/19/2002 1733 7 NB 26 10 36 Friday 11/15/2002 1718 8 NB 26 10 36 Average Per Direction Ridership Capacity NB 4 36 SB 3 36 • • Route 7 Day Date Time Number of Passengers Direction Seats Standees Capacity Friday 8/2/2002 1710 21 WB/SB 38 15 53 Thursday 10/24/2002 1603 29 WB/SB 38 15 53 Monday 7/21/2003 1708 13 EB/NB 38 15 53 Monday 7/21/2003 1722 16 WB/SB 38 15 53 Tuesday 6/24/2003 1628 21 E13/NB 38 15 53 Tuesday 6/24/2003 1644 38 WB/SB 38 15 53 Tuesday 8/13/2002 1644 22 EB/NB 42 20 62 Wednesday 11/13/2002 1628 18 EB/NB 38 15 53 Thursday 12/5/2002 1610 19 EB/NB 48 20 68 Thursday 12/5/2002 1625 33 WB/SB 38 15 53 Monday 8/12/2002 1709 21 EB/NB 38 15 53 Monday 8/12/2002 1722 29 WB/SB 38 15 53 Friday 8/2/2002 1637 19 EB/NB 38 15 53 Monday 2/24/2003 1636 30 WB/SB 38 15 53 Friday 2/1/2002 1602 16 EB/NB 42 20 62 Friday 2/1/2002 1622 33 WB/SB 42 20 62 Average Per Direction Ridership Capacity EB/NB 19 57 WB/SB 29 54 • • Route 8 Day Date Time Number of Passengers Direction Seats Standees Capacity Tuesday 5/28/2002 1617 21 NB 43 20 63 Tuesday 5/28/2002 1617 26 SB 43 20 63 Wednesday 11/6/2002 1726 6 NB 42 20 62 Wednesday 11/6/2002 1726 6 SB 42 20 62 Wednesday 10/23/2002 1752 12 NB 43 20 63 Monday 2/25/2002 1724 6 NB 43 20 63 Wednesday 10/23/2002 1635 8 NB 38 15 53 Wednesday 10/23/2002 1636 7 SB 38 15 53 Monday 2/25/2002 1603 5 NB 42 20 62 Monday 2/25/2002 1605 4 SB 42 20 62 Friday 3/1/2002 1637 12 NB 42 20 62 Friday 3/1/2002 1637 12 SB 42 20 62 Thursday 2/7/2002 1706 6 NB 43 20 63 Thursday 2/7/2002 1706 6 SB 43 20 63 Wednesday 6/25/2003 1716 12 NB 38 15 53 Wednesday 6/25/2003 1717 12 SB 38 15 53 Tuesday 3/9/2004 1659 4 NB 42 20 62 Tuesday 3/9/2004 1700 4 SB 42 20 62 Friday 1/31/2003 1709 16 NB 38 15 53 Friday 1/31/2003 1710 20 S13 38 15 53 Average Per Direction 1 Ridership Capacity NB 10 60 SB 11 59 • • Route 9 Day Date Time Number of Passengers Direction Seats Standees Capacity Monday 3/29/2004 1658 11 SB 43 20 63 Monday 3/29/2004 1714 8 NB 43 20 63 Monday 6/30/2003 1711 13 SB 46 20 66 Monday 6/30/2003 1728 31 NB 46 20 66 Wednesday 7/2/2003 1735 3 SB 42 20 62 Wednesday 7/2/2003 1754 16 NB 42 20 62 Friday 7/18/2003 I633 17 NB 42 20 62 Wednesday 12/17/2003 1742 9 SB 42 20 62 Thursday 12/18/2003 1744 2 SB 38 15 53 Thursday 12/18/2003 1800 6 NB 38 15 53 Monday 6/10/2002 1657 6 SB 38 15 53 Monday 6/10/2002 1711 29 NB 38 15 53 Monday 7/29/2002 1604 3 SB 38 15 53 Monday 7/29/2002 1613 9 NB 38 15 53 Monday 9/16/2002 1614 5 SB 38 15 53 Monday 9/16/2002 1630 8 NB 38 15 53 Tuesday 2/4/2003 1715 6 SB 46 20 66 Monday 3/3/2003 1633 12 SB 43 20 63 Thursday 3/4/2004 1623 18 SB 38 15 53 Monday 8/9/2004 1717 13 NB 38 15 53 Average Per Direction Ridership Capacity NB 15 58 SB 8 59 • • Route 10 Day Date Time Number of Passengers Direction Seats Standees Capacity Monday 4/14/2003 1604 23 SB 43 20 63 Monday 4/14/2003 1621 37 NB 43 20 63 Monday 2/11/2002 1718 11 SB 43 20 63 Monday 2/11/2002 1735 29 NB 43 20 63 Wednesday 6/26/2002 1639 12 SB 38 15 53 Wednesday 6/26/2002 1655 29 NB 38 15 53 Thursday 8/29/2002 1606 38 SB 40 20 60 Thursday 8/29/2002 1622 33 NB 40 20 60 Wednesday 9/4/2002 1604 15 SB 38 15 53 Wednesday 9/4/2002 1618 29 NB 38 15 53 Average Per Direction Ridership Capacity NB 31 58 SB 20 58 • • Route 16 Day Date Time Number of Passengers Direction Seats Standees Capacity Friday 1/3/2003 1646 6 SB 38 15 53 Friday 2/7/2003 1605 21 SB 38 15 53 Wednesday 9/11/2002 1722 21 NB 38 15 53 Average Per Direction Ridership Capacity NB 21 53 SB 14 53 • • Route 95 Express Day Date Time Number of Passengers Direction Seats Standees Capacity Tuesday 3/18/2003 1653 0 NB 38 15 53 Average Per Direction Ridership Capacity NB 0 53 • • Route C Day Date Time Number of Passengers Direction Seats Standees Capacity Wednesday 7/7/2004 1607 33 SB 38 15 53 Friday 11/8/2002 1709 10 SB 43 20 63 Monday 11/18/2002 1728 46 NB 43 20 63 Tuesday 1/6/2004 1618 57 NB 38 15 53 Wednesday 4/17/2002 1612 38 SB 43 20 63 Wednesday 4/17/2002 1627 29 NB 43 20 63 Friday 2/22/2002 1715 20 SB 38 15 53 Wednesday 6/18/2003 1606 16 NB 43 20 63 Average Per Direction Ridership Capacity NB 37 61 SB 25 58 • • Route K Day Date Time Number of Passengers Direction Seats Standees Capacity Thursday 9/2/2004 1634 8 NB 38 15 53 Tuesday 8/31/2004 1655 27 SB 38 15 53 Tuesday 8/31/2004 1709 33 NB 38 15 53 Monday 8/9/2004 1718 16 SB 38 15 53 Monday 8/9/2004 1733 23 NB 38 15 53 Friday 7/9/2004 1621 12 SB 38 15 53 Friday 7/9/2004 1635 16 NB 38 15 53 Monday 12/1/2003 1642 47 SB 38 15 53 Tuesday 8/12/2003 1601 11 SB 38 15 53 Tuesday 8/12/2003 1616 17 NB 38 15 53 Tuesday 2/19/2002 1609 34 NB 43 20 63 Average Per Direction Ridership Capacity NB 22 55 SB 23 53 • Route S Day Date Time Number of Passengers Direction Seats Standees Capacity Monday 5/10/2004 1759 2 SB 74 20 94 Monday 6/2/2003 1725 11 SB 62 20 82 Wednesday 2/26/2003 1600 14 SB 62 20 82 Wednesday 2/26/2003 1621 32 NB 62 20 82 Monday 6/2/2003 1745 40 NB 62 20 82 Wednesday 2/6/2002 1638 27 SB 63 20 83 Wednesday 2/6/2002 1612 50 NB 62 20 82 Tuesday 2/26/2002 1630 25 SB 62 20 82 Tuesday 2/26/2002 1646 53 NB 62 20 82 Wednesday 12/4/2002 1626 13 SB 63 20 83 Thursday 10/31/2002 1652 51 NB 62 20 82 Thursday 9/11/2003 1652 19 SB 62 20 82 Thursday 9/11/2003 1707 17 NB 62 20 82 Tuesday 6/17/2003 1606 17 NB 63 20 83 Friday 3/5/2004 1627 23 NB 38 15 53 Friday 4/30/2004 1630 21 SB 38 15 53 Average Per Direction Ridership Capacity NB 35 79 SB 17 80 • • Route T Day Date Time Number of Passengers Direction Seats Standees Capacity Wednesday 4/9/2003 1651 33 SB 38 15 53 Wednesday 4/9/2003 1703 18 NB 38 15 53 Thursday 4/10/2003 1632 11 SB 43 20 63 Thursday 4/10/2003 1643 7 NB 43 20 63 Friday 8/1/2003 1700 11 SB 38 15 53 Friday 8/1/2003 1711 19 NB 38 15 53 Monday 12/30/2002 1626 17 SB 38 15 53 Tuesday 8/13/2002 1601 15 NB 38 15 53 Monday 8/12/2002 1653 24 SB 38 15 53 Monday 8/12/2002 1707 30 NB 38 15 53 Monday 7/15/2002 1636 17 SB 46 20 66 Monday 7/15/2002 1649 25 NB 46 20 66 Wednesday 4/10/2002 1708 12 SB 38 15 53 Wednesday 4/10/2002 1726 23 NB 38 15 53 Average Per Direction Ridership Capacity NB 20 56 SB 18 56 • • Route 93 BISCAYNE MAX Day Date Time Number of Passengers Direction Seats Standees Capacity Monday 6/7/2004 1610 19 SB 38 15 53 Monday 6/7/2004 1627 25 NB 38 15 53 Wednesday 9/17/2003 1607 6 SB 42 20 62 Wednesday 9/17/2003 1621 18 NB 42 20 62 Wednesday 6/11/2003 1739 7 SB 43 20 63 Wednesday 6/11/2003 1753 7 NB 43 20 63 Friday 12/27/2002 1757 11 SB 42 20 62 Monday 4/15/2002 1742 14 SB 43 20 63 Monday 4/15/2002 1752 6 NB 43 20 63 Thursday 12/5/2002 1604 22 SB 43 20 63 Thursday 12/5/2002 1616 4 NB 43 20 63 Average Per Direction Ridership Capacity NB 12 61 SB 13 61 • • Route 51 FLAGLER MAX Day Date Time Number of Passengers Direction Seats Standees Capacity Wednesday 5/1/2002 1702 11 NB 43 20 63 Thursday 12/19/2002 1646 24 SB 42 20 62 Monday 8/25/2003 1712 3 NB 38 15 53 Tuesday 2/25/2003 1712 3 NB 38 15 53 Tuesday 2/25/2003 1735 13 NB 38 15 53 Thursday 5/1/2003 1732 5 NB 38 15 53 Average Per Direction Ridership Capacity NB 7 55 SB 24 62 • • Route 243 SEAPORT CONNECTION Day Date Time Number of Passengers Direction Seats Standees Capacity Friday 12/19/2003 1604 0 EB 26 15 41 Friday 12/19/2003 1614 1 WB 26 15 41 Friday 12/19/2003 1636 0 EB 26 15 41 Friday 12/19/2003 1646 6 WB 26 15 41 Friday 12/19/2003 1704 0 EB 26 15 41 Friday 12/19/2003 1714 4 WB 26 15 41 Friday 12/19/2003 1738 0 EB 26 15 41 Friday 12/19/2003 1745 9 WB 26 15 41 Average Per Direction Ridership Capacity EB 0 41 WB 5 41 • • Omni Loop - College North Station Day Date Time Number of Passengers Direction Capacity Wednesday 11/5/2003 1619 13 WB 40 Wednesday 11/5/2003 1654 38 WB 40 Wednesday 11/5/2003 1722 25 WB 40 Monday 12/8/2003 1618 35 WB 40 Wednesday 12/17/2003 1647 28 WB 40 Thursday 2/19/2004 1734 20 WB 40 Average Per Direction Ridership Capacity EB N/A WB 27 f 40 • • Otani Loop - Freedom Tower Station Day Date Time Number of Passengers Direction Capacity Wednesday 11/5/2003 1617 15 SB 40 Wednesday 11/5/2003 1631 8 NB 40 Wednesday 11/5/2003 1652 36 SB 40 Wednesday 11/5/2003 1706 25 NB 40 Wednesday 11/5/2003 1720 21 SB 40 Wednesday 11/5/2003 1734 18 NB 40 Friday 12/26/2003 1607 18 NB 40 Thursday 10/9/2003 1620 32 SB 40 Thursday 10/9/2003 1633 23 NB 40 Monday 12/8/2003 1602 39 NB 40 Monday 12/8/2003 1616 37 SB 40 Monday 12/8/2003 1632 32 NB 40 Wednesday 12/17/2003 1645 26 SB 40 Wednesday 12/17/2003 1701 10 NB 40 Thursday 2/19/2004 1732 17 SB 40 Thursday 2/19/2004 1746 30 NB 40 Thursday 2/19/2004 1759 13 SB 40 Average Per Direction Ridership Capacity NB 23 40 SB 25 40 • Inner Loop - Col ege North Station Day Date Time Number of Passengers Direction Capacity Friday 12/26/2003 1627 5 EB 40 Friday 12/26/2003 1639 10 EB 40 Tuesday 1/27/2004 1738 13 EB 40 Tuesday 1/27/2004 1752 11 EB 40 Thursday 10/9/2003 1751 7 EB 40 Monday 10/27/2003 1601 8 EB 40 Monday 10/27/2003 1613 14 EB 40 Wednesday 12/17/2003 1608 5 EB 40 Wednesday 2/19/2003 1611 5 EB 40 Wednesday 2/19/2003 1622 4 EB 40 Wednesday 2/19/2003 1633 10 EB 40 Wednesday 2/19/2003 1645 2 EB 40 Wednesday 2/19/2003 1657 4 EB 40 Monday 8/9/2004 1614 2 EB 40 Monday 8/9/2004 1626 8 EB 40 Average Per Direction Ridership Capacity EB 7 40 WB N/A • • Bricked Loop - College North Station Day Date Time Number of Passengers Direction 1 Capacity Tuesday 6/1/2004 1606 15 WB 40 Tuesday 1/27/2004 1636 16 WB 40 Tuesday 1/27/2004 1709 23 WB 40 Monday 3/1/2004 1633 28 WB 40 Monday 3/1/2004 1701 41 WB 40 Monday 3/1/2004 1730 20 WB 40 Monday 3/1/2004 1758 20 WB 40 Thursday 10/9/2003 1722 18 WB 40 Monday 10/27/2003 1709 19 WB 40 Monday 10/27/2003 1737 9 WB 40 Wednesday 12/17/2003 1755 21 WB 40 Thursday 7/22/2004 1629 27 WB 40 Monday 8/9/2004 1657 20 WB 40 Monday 8/9/2004 1746 23 WB 40 Average Per Direction Ridership E Capacity BB N/A WB 21 40 • 0 APPENDIX E: Existing Conditions (2004) SYNCHRO 6.0 Outputs • * Miami Dade County Public Works Department Existing Timing Plans • • 3241 US1 &NE 6ST WB-PORT BL TIMING FOR DAY # 2 TIME PT OFF NSW F Y R NL Y R MIN: 30 6 0 20 8 39 6 4 1 30 23 8 39 6 4 1 530 22 8 39 6 4 1 600 9 16 39 6 4 1 720 8 36 40 6 4 1 1545 6 26 43�._ __ 4. 1. 1800 12 12 35 6 4 1 2100 18 16 35 6 4 1 2300 20 8 39 6 4 1 3337 NE 2 AVE & TIME PT OFF SW MIN: 7 0 23 0 26 600 13 12 26 630 7 4 24 720 8 8 48 930 9 11 27 1130 10 11 27 1345 9 11 27 1-543 11 1800 12 6 1900 13 2300 23 5986 48 12 26 0 26 u51&NE 8 TIME PT OFF NSG MIN: 16 0 20 70 31 30 23 80 31 530 22 80 31 600 9 65 31 720 8 56 41 5 46 41 65 2100 18 70 2300 20 70 31 3 3 6 ST F Y 6 6 4 6 4 6 4 6 4 6 4 6 4 6 4 6 6 6 4 4 4 ST G Y 1 1 1 1 1 1 4 4 4 4 4 4 ww 7 14 14 16 22 43 43 6 43 6 5 5 4 1 5 4 1 5 4 1 5 4 1 10 4 1 .1.Q 4 1 5 4 1 5 4 1 5 4 1 22 14 14 WW F G Y R 15 1 7 15 1 4 3 7 15 1 4 3 7 15 1 4 3 7 15 1 4 3 7 15 3. 4 3 7 15 13 4 3 7 15 5 4 3.... 7 15 5 4 3 7 15 1 4 3 TIMING F Y 6 6 6 6 6 6 6 6 4 6 4 4 4 4 4 4 4 4 4 4 FOR DAY # sIGNAL3241_5986_3337.Cxt (SECTION 2) PAGE 4 S Y M CYC 90EARLY NI 9OLATE NIT 90NITE 6/0 90AVERAGE 10OAM PEAK 100MID-DAY. 100PM PEAK 9OPOST PM 9OBAYSIDE 90EARLY NI 2 (SECTION 25) S Y M CYC } TIMING FOR DAY # 2 R IEWW F G Y R SL Y 21 1 5 1 7 21 7 4 1 10 3 1 7 21 7 4 1 10 3 1 7 21 7 4 1 10 3 1 7 21 7 4 1 10 3 1 7 21 7 4 1 10 3 1 72, . 10 3 4 1 1 4 1 1 4 1 7 7 2 7 2 7 7 4 1 7 4 1 10 3 10 3 PAGE 4 60LATE NIG 60NITE 0/1 6OPRE AM M 90AM PEAK 90MID-DAY 90MID-DAY 90MID-A 00PM PEAK 900 51 PM' 60NITE 0/1 60LATE NIG (SECTION 2) S Y M CYC PAGE 4 9OEARLY NI 90LATE NIT 90NITE 6/0 90AVERAGE 100AM PEAK 100MID-DAY GPM PEAK ui- US5T PM 9OBAYSIDE 9OEARLY NI Page 1 • • 2004 P.M. Peak Hour Existing Timings HCM Signalized Intersection Capacity Analysis 3: NE 8th Street & Biscayne Boulevard Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane :Uti'l . Factor Frt Satd. Flow Satd. Flow tille Peak -hour factor, PHF RTOR Reduction (vph) Group Fk w ;pig). Turn Type Prpte~ctct'1 Permitted Phases Actuated Grae (s} Effective Green, g (s) Clearance Time (s) Vehicle `E tterssi r :(s Lane Grp Cap (vph) vfs.Ratio;:;lr v/s Ratio Perm vfc' a ti Uniform Delay, di Progress Incremen Delay( Level of Service Approach Delay(s) Approach LOS PAO �. 4.0 0.98 i 98 1777 .f�82 1485 700 Biscayne Boulevard 2004 Existing PM Peak Hour - Existing Timings 'fit'. I900 4.0 4.0 4.0 1.00 0.94 1770 1747 1092 1747 1.00 ++T tail :>; 1.900`: 4.0 4.0 .00 0.99 6396 1770 5013 5694 176 5013 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Perm Perm .3 11.3 11.3 5.0 168 c0.08 42.5 5.0 -3,0 5.0 123 197 0.01 39.7 40.3 Perm 73.8 5.0 4202 c0.3 5.0 pm+pt 80.7 80.7 :.......:.......:....:... . 3.0 5.0 188 4045 0.20 2.6 2.2 HCM Average Control Delay HCM Volume to Capacity ratio ......:.:.......... . Actuated Cycle Length (s) InteractiOntaPaCitjtill do K Analysis Period (min) Critical ".Lane Group;.:::': HCM Level of Service Sum of lost time (s) {CULevel :Of ;Service ::: 11 / 16/2004 Kimley-Horn and Associates, Inc. Synchro 6 Report Page 1 HCM Signalized Intersection Capacity Analysis 9: NE 6th Street & Biscayne Boulevard 700 Biscayne Boulevard 2004 Existing PM Peak Hour - Existing Timings 4\ t 11( m. Lane Configurations Ideal,:.Flow (tphpl) Total Lost time (s) Lane Lift,„Fact Frt It;iF :c tec Satd. Flow Fit 'Pet i Satd. Flow vole► Peak -hour factor, PHF ow;(s RTOR Reduction (vph) Lane Group Flo {vph);; Turn Type Pr�JfeGtIPE��seS ?s Permitted Phases Acttaiet ;Green, Effective Green, g (s) Clearance Time (s) Velicle, Extension;{ 0.94 0.94 0.94 r 4.0 4.0 4.0 4.0 1.00 1.00 0.85 1.00 1.00 1770 3539 1583 1770 6408 1770 3539 1583 508 6408 0.94 0.94 0.94 4.0 tttti+ 1900 4.0 0.94 0.94 0.94 0.94 0.94 0.94 28.6 28.6 28.6 63.4 63.4 7.0 7.0 7.0 5.0 .0 50.9 5.0 Lane Grp Cap (vph) via Ratio v!s Ratio Perm v/c Ratio =' Uniform Delay, d1 Prograesion Incremental Delay, d2 Delay(s)' Level of Service Approach Delay;"( Approach LOS 506 1012 453 429 4063 0.08 0.20 0.19 27.6 30.5 31.6 0.3 0.8 3.9 7.5 0.5 8.7 0.3 3793 13.5 0.1 s ta HCM Average Control Delay HCM Volu e to Capacity rat Actuated Cycle Length (s) Intersection Capacity Utilltii Analysis Period (min) c Critical Lane; Group 17.0 HCM Level of Service 100,0 57%'. 15.. Sum of lost time (s) t. eve! of service 8.0 11/16/2004 Kimley-Horn and Associates, Inc. Synchro 6 Report Page 4 • • HCM Unsignalized Intersection Capacity Analysis 5: NE 8th Street & NE 2nd Avenue 700 Biscayne Boulevard 2004 Existing PM Peak Hour - Existing Timings Lane Configurat Sign :Control : Grade Volume (veh/h),, Peak Hour Factor ourlyflow rate .....:.::....................:.....: Pedestrians Lane`Width (ft) Walking Speed (ftls Percent BlocKeg+er Right turn flare (veh Median i Median storage veh Upstream, signal; pX, platoon unblocked uG corflhc vC1, stage 1 conf vo v2< stage vCu, unblocked vo tC, 2 stage (s) tF. (s) p0 queue free % ch4 capacty (vell 0°A) Stop 0% 4\ 0% 0% 4, 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 volume :Tot Volume Left cSH Volume to Capacit Queue Length (ft) 'Control` Delay (s:) Lane LOS Approach Delay, Approach LOS 30 24 374 333 1622 1700 1700 41 65 Average Delay Intersection Capacity Utilization Analysis Period (min) 6.9 0,6 15 U Level of Service 11/16/2004 Kimley-Horn and Associates, Inc. Synchro 6 Report Page 2 • HCM Signalized Intersection Capacity Analysis 8: NE 6th Street & NE 2nd Avenue 700 Biscayne Boulevard 2004 Existing PM Peak Hour - Existing Timings Lane Configurations !cleat tcir_ (phsl Total Lost time (s) LaneUtt Fac Frt :. Satd. Flow Satd. Flow (perm 0J Peak -hour factor, PHF 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 1 i" 900 *`tit .00 4' 0.94 Turn Type Effective Green, g (s) Clearance Time (s) Vehicle <E en an Lane Grp Cap (vph) vrs Rabe; F rot v!s Ratio Perm vl Uniform Delay, d1 Progression Fact€ ► Incremental Delay, d2 Delay,(: Level of Service Approach i Approach LOS Perm 6399 18.5 184 0.14 38.5 >tQ 2.4 4789 73.5 3520 4.2 0.2 HCM Average Control Delay HCMVolume t ;Capaccty: rated Actuated Cycle Length (s) intersection Utillzatio ati Analysis Period (min) c C boat Lane Group 22.9 100.0 327% 15 HCM Leve of Service Sum of lost time (s) ICU Level of Service, 8.0 11/16/2004 Kimley-Horn and Associates, Inc. Synchro 6 Report Page 3 0 • APPENDIX F: Volume Development Worksheets • • PEAK HOUR DETERMINATION STUDY AREA INTERSECTION TOTALS Description 4:00 4:15 4:30 PM Peak Hour 4:45 5:00 5:15 5:30 5:45 Biscayne Boulevard & NE 6th Street 777 685 821 796 859 831 762 '788 Biscayne Boulevard & NE 8th Street 626 553 607 617 712 713 645 668 NE 2nd Avenue & NE 6th Street 278 257 308 312 388 431 378 280 NE 2nd Avenue & NE 8th Street 149 138 156 184 232 256 260 193 Totals 1830 1633 1892 1909 2191 2231 2045 1929 g: 04230400I'talc s lrmc3.xls]peuk hour 2.3'2005 9:31 lib—Kimley-Horn and Associates, Inc. Copyright 2004, Kimtey-Horn and Associares, Inc. • VOLUME DEVELOPMENT SHEET Biscayne Boulevard & NE 6th Street PM PEAK HOUR Description Biscayne Left Boulevard Southbound Right Left NE 6th Street Westbound Right Biscayne Left Boulevard Northbound Right Left NE 6th Street Eastbound Right Through Through Through Through 2004 Existing Traffic 0 680 60 129 546 301 135 1380 0 0 0 0 Peak Season Conversion Factor 1.01 1 01 1.01 1 01 1.01 1.01 1.01 1.01 1.01 1.01 1 01 1.01 2004 Peak Season 0 687 61 130 551 304 136 1394 0 0 0 0 Annual Growth Rate 1.0% 1.0% 1 0% 1.0% 1,0% 1,0"% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% Background Growth 0 14 1 3 11 6 3 28 0 0 0 0 Approved Projects 50 Biscayne (Columbus Tower) 0 0 0 0 0 0 0 0 0 0 0 0 900 Biscayne 0 0 0 0 0 0 0 0 0 0 0 0 Everglades on the Bay 0 0 0 0 0 0 0 0 0 0 0 0 Marina Blue (The Mist) 0 0 0 0 0 0 0 0 0 0 0 0 The Loft 2 0 0 0 0 0 0 0 0 0 0 0 0 Marquis 0 0 0 0 0 0 0 0 0 0 0 0 Subtotal 0 0 0 0 0 0 0 0 0 0 0 0 2006 Background Traffic 0 701 62 133 562 310 139 1422 0 0 0 0 Project Traffic 0 4 0 1 0 0 0 0 0 0 0 0 2006 Total Traffic 0 705 62 134 562 310 139 1422 0 0 0 0 • ilk:042364001.talcs'./tmc3 rls]8tre & 6th 2 3%2905 9:11 ►' INN Kimley-Horn ► N and Associates, Inc. Copyright's 2004, Kimley-Horn vttrcdAssociates, 1 • VOLUME DEVELOPMENT SHEET Biscayne Boulevard & NE 8th Street PM PEAK HOUR Description Biscayne Left Boulevard Sorthbound Right Left NE 8th Street Westbound Right Biscayne Left Boulevard Northbound Right Left NE 8th Street Eastbound Right Through 'through Through "Through 2004 Existing Traffic 47 745 78 11 36 26 37 1633 9 55 41 20 Peak Season Conversion Factor 1.01 1, 01 1, 01 1.01 1, 01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 2004 Peak Season 47 752 79 11 36 26 37 1649 9 56 41 20 Annual Cirovvth Rate 1.0% 1,0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1,0% 1.0°/ Background Growth 1 15 2 0 1 1 1 33 0 1 1 0 Approved Projects 50 Biscayne (Columbus Tower) 0 0 0 0 0 0 0 0 0 0 0 0 900 Biscayne 0 90 0 0 0 0 0 0 0 0 0 0 Everglades on the Bay 0 0 0 0 0 0 0 0 0 0 0 0 Marina Blue (The Mist) 0 20 56 0 0 0 0 0 0 0 0 0 The Loft 2 0 0 0 0 0 0 0 0 0 0 0 0 Marquis 0 0 0 0 0 0 0 0 0 0 0 0 Subtotal 0 110 56 0 0 0 0 0 0 0 0 0 2006 Background Traffic 48 877 137 11 37 27 38 1682 9 57 42 20 Project 'traffic. 0 0 25 0 0 0 15 11 0 4 0 4 2006 Total Traffic 48 877 162 11 37 27 53 1693 9 61 42 24 • •0423O40O1calc.e.frnc3.thJhLc & Sth 2 3.2005 9:11 ►— II. Kimley-Horn bib...IMF 1 and Associates, Inc. Copyright .C. 2004, Kimley-Horn and Assochrtes, Lic • VOLUME DEVELOPMENT SHEET NE 2nd Avenue & NE 6th Street PM PEAK HOUR Description NE Left 2nd Avenue Southbound Right Left NE 6th Street Westbound Right Left NE 2nd Avenue Northbound Right Left NE 6th Street Eastbound Right Through Through Through Through 2004 Existing Traffic 0 444 282 20 729 0 0 0 0 0 0 0 Peak Season Conversion Factor 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 2004 Peak Season 0 448 285 20 736 0 0 0 0 0 0 0 Annual Growth Rate 1.0% 1.0% 1.0% 1,0% 1.0% 1,0% 1.0% 1.0% 1.0% 1,0% I. _0% 1.0% Background Growth 0 9 6 0 15 0 0 0 0 0 0 0 Approved Projects 50 Biscayne (Columbus Tower) 0 0 t} 0 0 {) 0 0 0 ) 1) 1) 900 Biscayne 0 0 0 0 0 0 () 0 0 it 0 Everglades on the Bay 0 0 0 ij 0 0 0 0 ; 0 0 Marina Blue (The Mist) f, {t 0 1)0 0 0 0 0 0 0i The Loft 2 0 it 0 0 0 0 +0 0 0 Marquis it I? 0 i) 0 €1 0 0 G 0 0 Subtotal 0 0 0 0 0 0 0 0 0 0 0 0 2006 Background Traffic 0 457 291 20 751 0 0 0 0 0 0 0 Project Traffic 0 28 22 0 0 0 0 0 0 0 0 0 2006 Total Traffic 0 485 313 20 751 0 0 0 0 0 0 0 • 1)::os23o400icfJkspmc3.x12,d & 6th 2 3 2005 9:11 kb, NIB W Kimley-Horn and Associates, Inc. Copyright Y- 2004, Kimtev-3Iorn and Assocrates, Inc. • VOLUME DEVELOPMENT SHEET NE 2nd Avenue & NE 8th Street PM PEAK HOUR Description NE Left 2nd Avenue Southbound Right Left NE 8th Street Westbound Right Left NE 2nd Avenue Northbound Right Left NE 8th Street Eastbound Right Through Through Through Through 2004 Existing Traffic 22 638 11 27 120 0 0 0 0 0 94 29 Peak Season Conversion Factor 1.01 1.01 1.01 1.01 1.01 1 01 1.01 1.01 1.01 1.01 1,01 1.01 2004 Peak Season 22 644 11 27 121 0 0 0 0 0 95 29 Annual Growth Rate 1.0% 1.0% 1.0% 1,0% 1.0% 1.0% 1.0% 100/0 1.0% 1.0% 1.0°/o 1.0% Background Growth 0 13 0 1 2 0 0 0 0 0 2 1 Approved Projects 50 Biscayne (Columbus Tower) 0 0 1 0 0 (1 1) 0 0 0 0 0 900 Biscayne 0 6 6 1; 50 0 s i 0 u 0 0 0 Everglades on the Bay 0 ii ') 0 0 0 0 0 0 0 0 0 Marina Blue (The Mist) 0 0 0 15 41 t1 ti r i3 0 0 0 The Loft 2 0 0 0 0 0 0 0 0 0 (= 0 Marquis 0 0 (l 0 0 (i 0 ti 0 0 0 Subtotal 0 6 6 28 91 0 0 0 0 0 0 0 2006 Background Traffic 22 663 17 56 214 0 0 0 0 0 97 30 0roject'l'ralfic 8 26 0 29 5 0 0 0 0 0 6 58 2006 Total Traffic 30 689 17 85 219 0 0 0 0 0 103 88 • •042304001cJcspme3.xf5J2,d d 8th 2-3. 2005 9:11 Kimioy-Horn C • and Associates, inc, Copyrrghf.t 2004, Kimle -.HorrtandAssociates, Inc. • • APPENDIX G: Internal Capture Calculations • • PM PEAK HOUR TRIP GENERATION COMPARISON PROPOSED PM PEAK HOUR TRIP GENERATION T IttIP GENERATION CHARACTEf IST,ICS," ITE 1TE Land Use Specialty Retail Center Edition Code Scale 7 814 6 1TE Units ksf DIRECTIONAL DISTRIBUTION .> Percent In Out 44% 56% In 16 GROSS. 17 ILU ES Out 20 Total 36 INTERNA : S APTURE . . Percent 47.2% IC Trips 17 EXTERNAL TRIPS In Out Total 9 10 19 PASS•BY::: CAPTURE : is PH Percent Trips 34,0% 6 NET NEW EXTERN4,TRIPS In Out Total 6 7 13 Quality Restaurant 7 931 8 ksf 67% 33% 40 20 60 40.0% 24 25 11 36 44.0% 16 17 3 20 Hotel 310 125 room 53% 47% 39 35 74 24.3% 18 31 25 56 0.0% 0 31 25 56 Ht h-Rise Residential Condominium! Townhouse 7 232 475 du 62% 38% 110 67 177 5.1 % 9 106 62 168 0.0% 0 106 62 168 Total: G:10423040011Galcsltripgen7-3: PRINT -PEAK HOUR 2/3/2005,10:56 AM 205 142 347 19.6% 68 171 108 279 7.9% 22 160 97 257 • • PM Peak Hour Line Ct de GROUP 1 INTERNAL CAPTURE PEAK HOUR PERCENT MATRIX Unconstrained Internal Capture Method (ITE Handbook) DESTINATION PERCENT MATRIX (ENTERING TRIPS) 4 FROM USES, 310 232 5>'. USES B 7 9 M € .SES - - . H ;FROM USES; 11.<. 2 G R 0 u p 1 814,,. .............. 20% 20% 9% 20% 20% 9% 310 ...:» 20% 20% 0% 423'. ,:_:. _:i' 31% 31% 0% ................ 9;_ 10 1. 3 15 PM Peak Hour Line No, ITE Code ORIGIN PERCENT MATRIX (EXITING TRIPS) 0142. 31( .i7 USES 232.. 6 7, 8 9, TO USES - 2 3 14;! G R 0 U P 1 .Cf 2 81:4 931 310 anniik 20% 20% 20% 53% 20% 20% 20% . ; ` i ' 53% 0% 12% 12% 0% 5. 6 7 ?. ................. 8 x 2. 13 4 ra.e1al • • PM Peak Hour ITE Code:: 1.. 7 4 014 GROUP 1 INTERNAL CAPTURE PEAK HOUR TRIP MATRIX Unconstrained Internal Capture Method (ITE Handbook) DESTINATION TRIP MATRIX (ENTERING T 814; 4 4 2 93 RIPS) FROM USES `ROM :USES =i 3:1:1 <232 «. 3 3 7 4 2 0 %RC MUSS .10 FROM . USES TOTAL 7 15 8 4 TOTAL PM Peak Hour 1line )TE Code 814` 10 9 10 5 ORIGIN TRIP MATRIX (EXITING TRIPS) 31 �1Q 232 '4' + USES. - TOi,USE$ 8! .1, 4 4 2 8 2 B3 I 3 4 3 7........E,. 1 31(1 4 0 2 0 5 .1' 92 11 4 34 TOTAL 10 9 10 5 9 I4;`'< 1 TOTAL 7 15 4 34 • • APPENDIX H: 2005 Cost Feasible Plan Cardinal Distribution Miami -Dade Interim 2005 Cost Feasible Plan ORIGIN ZONE DIRECTIONAL DISTRIBUTION SUMMARY CARDINAL DIRECTIONS TOTAL 1 NNE ENE ESE SSE SSW WSW WNW NNW 511 TRIPS 60 29 17 7 45 134 81 133 506 PERCENT 11.86 5.73 3.36 1.38 8.89 26.48 16.01 26.28 512 TRIPS 114 52 37 67 122 210 180 157 939 PERCENT 12.14 5.54 3.94 7.14 12.99 22.36 19.17 16.72 513 TRIPS 589 289 216 507 559 989 912 795 4856 PERCENT 12.13 5.95 4.45 10.44 11.51 20.37 18.78 16.37 514 TRIPS 198 91 233 312 186 485 385 244 2134 PERCENT 9.28 4.26 10.92 14.62 8.72 22.73 18.04 11.43 515 TRIPS 341 105 110 231 215 481 433 406 2322 PERCENT 14.69 4.52 4.74 9.95 9.26 20.71 18.65 17.48 516 TRIPS 142 53 37 99 101 225 197 183 1037 PERCENT 13.69 5.11 3.57 9.55 9.74 21.70 19.00 17.65 517 TRIPS 563 269 199 632 498 991 1087 792 5031 PERCENT 11.19 5.35 3.96 12.56 9.90 19.70 21.61 15.74 518 TRIPS 150 41 40 111 101 204 188 164 999 PERCENT 15.02 4.10 4.00 11.11 10.11 20.42 18.82 16.42 519 TRIPS 132 50 34 79 96 248 191 202 1032 PERCENT 12.79 4,84 3.29 7.66 9.30 24.03 18.51 19.57 520 TRIPS 747 514 144 98 660 1718 1259 1872 7012 PERCENT 10.65 7.33 2.05 1.40 9.41 24.50 17.95 26.70 521 TRIPS 872 399 38 32 157 3415 3923 2740 11576 PERCENT 7.53 3.45 0.33 0.28 1.36 29.50 33.89 23.67 522 TRIPS 473 362 175 90 717 1455 1153 1180 5605 PERCENT 8.44 6.46 3.12 1.61 12.79 25.96 20.57 21.05 523 TRIPS 227 142 60 96 296 520 458 388 2187 PERCENT 10.38 6.49 2.74 4.39 13.53 23.78.20.94 17.74 524 TRIPS 1574 552 112 523 885 2928 1910 2504 10988 PERCENT 14.32 5.02 1.02 4.76 8.05 26.65 17.38 22.79 525 TRIPS 409 191 80 331 300 834 667 610 3422 PERCENT 11.95 5.58 2.34 9.67 8.77 24.37 19.49 17.83 - 35 - 1/18/05 • • APPENDIX I: Future Conditions SYNCHRO 6.0 Outputs • • 2006 (Without Project) PM Peak Hour Existing Timings HCM Signalized Intersection Capacity Analysis 3: NE 8th Street & Biscayne Boulevard 700 Biscayne Boulevard 2006 w/o Project PM Peak Hour - Existing Timings -► # '- t #' l 4, Lane Configurations j00 l w. i vphpl:}:":. Total Lost time (s) Lane.. l: l=actt r Frt Fit:p#*000. Satd. Flow (prot Fit Permtted Satd. Flow (perm 1900; 1::900 4.0 0.98 1778 1483 900:1900 199(3 4.0 4.0 1.00 0.94 i95 1770 1746 1116 1746 4ttt 1900 ::.: -1900: 4.0 0:86; 1.00 6396 5616 119.00..:1.:900::::1:9.00 4.0 4.0 1.00 0.98 .95 [i10 1770 4982 164 4982 7 Peak -hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 3 RTOR Reduction (vph) Turn Type Prot lE Permitted Phases Effective Green, g (s) (4ate Clearance Time (s) V:ectEttensiori;(s) Perm 5.0 Perm 5.0 5.0 Perm pm+pt 3.0 5.0 Lane Grp Cap (vph) vls> R t o; Pro v/s Ratio Perm vlc;E Uniform Delay, di Progression Incremental Delay, d2 D O Level of Service Approach LOS HCM Average Control Delay H M otu e to= apac Actuated Cycle Length (s) Intersection Capacity: ti[i Analysis Period (min) c:::..Critical LaneGroup 191 c0.08 ><tt6 41. 5.0 144 225 0.01 38.3 38.9 0.2 0.4 7.7 HCM Level of Service 100.0 Sum of lost time (s) "Vetof Serve+ 15 3987 c0.32 6.2 0.4 12.0 196 3941 0.19 926 3.2 2.8 0.7 0.2 12/1/2004 Kimley-Horn and Associates, Inc. Synchro 6 Report Page 1 HCM Signalized Intersection Capacity Analysis 9: NE 6th Street & Biscayne Boulevard 700 Biscayne Boulevard 2006 w/o Project PM Peak Hour - Existing Timings Lane Configurations IdealFlow (vphpl.)::... 1900 '. 1900 '19001900 1900 .1900 '1900 1900 . 1900 . '1900 ' 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Frt 1.00 1.00 0,85 1.00 1.00 •0.99 \p, 4, Lane lJtil. Factor 1.00 :0.95 1,00 1.00 0.86 Satd. Flow (prat) 1770 3539 1583 1770 6408 7452 Fit Permitted'::::,,.2.1-2,:„.: . . 00 , ..„„... . „ „.., Satd. Flow (perm) 1770 3539 1583 496 6408 7452 YO100)0;i00.7.q..E:R:f.:::::!::::-X...a',..,:.:',.:•:Q:::,.;:.::. ..•.'.0...:',,'.1.':0';',... 133:..: ..,'..62;T.:.:::E3:19::'fi'.;!a439..::1:,;::14 .. ,.:::...'0::::::.::',.:.:',:,:::',19.;,,;N:791::.'-'..:,:.::;:H.:2 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 mj,:;:90*Ay.piti)::::::::,.5-.:].::,:,...,.., ,:E=..::,:0:::.':4'::::',:f..,..,::0 0 '''.1:41iii,i';.:t598.:';N::::31(31::4148;.:5:1513.::. '.::...:..q:;:',,--1.:: '.'66 RTOR Reduction (vph) 0 0 0 0 0 17 0 0 0 0 14 0 LarikGrOUPflOW.'(v04)::-.E:' ''.::.(Y.!'::;:.::‘,"'0 0 'i.141.::::.'':.5.98.:?.::::,'313.':::,':',.:.1:48:.:.:."',1513'.',.:'j..:':,.0 0 798'::.,.,:.:::',:'.:0 Turn Type Perm Perm pm+pt FtptaCte4?t)0$0kE':M'OE,::::',.:]:':R.s.r, ::.!:.:::i.:,..1.:"' .&i. ............................................................................................................................ Permitted Phases 8 8 2 ACtUatedAteen,i,..., s. ;::',.26.4:1.'::;C2:::::*.,25.::0!.::::,.::':..:620...s,';i620, Effective Green, g (s) 29.0 29.0 29.0 63.0 63.0 :.004t00,*c:::'R00':;!..;q ',' . ::..:,:.:j:'..:':029F,..':::Th'0:29.:;;::I:T629'E'E:.:":,:Ei::003::.:',.',:"0.3. „ ..,... Clearance Time (s) 7.0 7.0 7.0 5.0 5.0 Yeht0104enSiOn(S:) .'. :'.0.'.:..•:,.!*:$1:Y!:.:".',.:.'1.3'.:0:::::,::.,!:..30 '.:::.:.:30..:..':.:::.a.. Lane Grp Cap (vph) 513 1026 459 419 4037 .V/S:RatiO:Pret 1..:.::.:::,..1;::',';';',:. 17..,:-:',;',''.::....003 v/s Ratio Perm 0.08 0.21 0.19...':e024 ,'..... V/C.:;.13014'.:,::::,,.i,,..:,.,,...„... .,„ .,......,..„..„ :68:i::Y:.''.0' Uniform Delay, d1 27.4 30.3 31.4 HCM Average Control Delay HCM volurn,to Capacity ratio .- Actuated Cycle Length (s) intersection Capacity Utdizatio Analysis Period (min) c Critical Lane Group 7. 100.0 463% 15 7.7 9.0 0.3 0.8 4.1 0.5 0.3 HCM Level of Service Sum of lost time (s) IGU Level of Service 8.0 46 50.6 5.0 3771 • „ 13.7 . . 12/1/2004 Kimley-Horn and Associates, Inc. Synchro 6 Report Page 4 • • HCM Unsignalized Intersection Capacity Analysis 5: NE 8th Street & NE 2nd Avenue 700 Biscayne Boulevard 2006 w/o Project PM Peak Hour - Existing Timings Lane Configurations Sign Control Grade Volume, (veh/h)' Peak Hour Factor Hourly flow:rate (von) Pedestrians Lane ':Width (ft Walking Speed (fits .................... Percent ;Bipckage Right turn flare (veh M Median storage veh Upstrearrt:<signal (1 pX, platoon unblocked VC, corflictng votirie vC1, stage 1 conf vol vC2,;stage. 2,:conf :vot: vCu, unblocked vol ......................... tC, 2 stage (s) tF.(s). p0 queue free % cM'oapaclty(veh/h) Stop 0% 0`;,::: 97 , :::30::: 0.90 0,90 0.90 0 108 ,.'; . '33 411, _. . , Stop : Frei.... Free'.. ..... 0% 0% 0% ;56;';.214:::'.::':0.:::: Q:::: 0::': 0. :..22::::663;:.::: 17 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 238 :; : t)::::.:. ;;;::{}: 0 ; < ` : ',:'Q; ;;>;::. :: 73:7::; ' 19 914 795 255 382 804 0 756 e4 Volume To Volume Left Volu eEight' cSH Volume to Capaci Queue Length (ft) Control Delay (s Lane LOS Approach Delay (s Approach LOS 62 24 364 323 1622 1700 1700 .:.: ...:.......... 45 232 Average Delay Intersection Capacity tilfzation; Analysis Period (min) Leveet; of Service 12/1/2004 Kimley-Horn and Associates, Inc. Synchro 6 Report Page 2 HCM Signalized Intersection Capacity Analysis 8: NE 6th Street & NE 2nd Avenue 700 Biscayne Boulevard 2006 w/o Project PM Peak Hour - Existing Timings • -Ak4\ tp ► 4, ./ e. Lane Configurations ideal Flow (vphpi) Total Lost time (s) Lne..Util' F t" r:.::' Lane Factor a...:. Frt Fit; Protecte Satd. Flow (prot FttperMitted Satd. Flow (perm VolumesV p} Peak -hour factor, PHF Adj RTOR Reduction (vph) Lyle::Group;: Firrw:(vph);;: Turn Type Protectedi.ptiao,es Permitted Phases ActuatedAatUated-,Greari,. Effective Green, g (s) Act atocf f atip_ Clearance Time (s) Vehicle: xtension'(s) *Tttt 90 , ,i .00 .:,1,_ . ... ;::1 0 .. 9 , ,... 9fl0 900 ;1990 4.0 .. .... 1.00 0.86 0.86 0.86 0.86 Perm 6400 6400 0.86 18.8 4.0 ftT 19Q,91,,;190q.::; :19.00.., 1900:::.::1900 , :1900;: '1900 4.0 0.94 0.86 0.86 0.86 0.86 0.86 4789 1t�tli 4789 457 0.86 73.2 4.0 ?91 0.86 Lane Grp Cap (vph) v/s-Ratio v/s Ratio Perm via Uniform Delay, d1 Progression Factor ` Incremental Delay, d2 Delay (s)'= Level of Service Appoac;`Delajs};' Approach LOS HCM Average Control Delay HCi Volume to Capacity ratio Actuated Cycle Length (s) Intersection.`Capacity:Utilizatii Analysis Period (min) Lane:;Gro p:: 1203 0.14 38.3 2.5 22.9 HCM Level of Service 100.0 15 Sum of lost time (s) IC:U Level of Servic+ 8.0 3506 4.4 0,2 12/ 1 /2004 Kimley-Horn and Associates, Inc. Synchro 6 Report Page 3 • • 2006 (With Project) PM Peak Hour Existing Timings HCM Signalized Intersection Capacity Analysis 3: NE 8th Street & Biscayne Boulevard Lane Configurations Ideal Flow (vp))pt) Total Lost time (s) ... ... ........ Lane UtiL Factor: Frt Fit'pratec Satd. Flow Fit l",'errni Satd. Flow (perm Vile";. Peak -hour factor, PHF Aclj RTOR Reduction (vph) Lanel'GroU Turn Type Protected,Phases Permitted Phases Actuate i Gre Effective Green, g (s) Attu Clearance Time (s) VetieExtension ;(I Lane Grp Cap (vph) vs :Raba >E v/s Ratio Perm ulo'R Uniform Delay, d Progression Factor Incremental Delay, d2 Delay (s)' Level of Service Approach Delay (s) Approach LOS 0.96 Perm 4.0 0.97 1773 1476 0.96 13,3 5.0 196 6.0 0.96 700 Biscayne Boulevard 2006 w/ Project PM Peak Hour - Existing Timings 4.0 4.0 1;<1 1.00 0.94 1770 1746 1098 1746 0.96 0.96 Perm 3.3 13.3 5.0 5.0 3 146 232 0.0 ci 38.0 38.5 0.2 0.4 0.96 0.96 Perm 4.0 .86 .00 6393 5443 169.3 0.96 70.6 1 5.0 3843 0.4 0.96 4.0 4.0 1 Ofi° 1' .:...............:.. ...... 1.00 0.98 i:95: 1`00 1770 4966 158 4966 48 <'877 0.96 `.:...;0.96 pm+pt 78.7 78.7 3.0 5.0 190 3908 0.7 0.2 4, 0.96 n. HCM Average Control Delay Talum to.`Caps i-atii Actuated Cycle Length (s) Inter cti fin; Capacity;Utilizatit Analysis Period (min) c : :Critical Lane Group 8.0 100.0 98°!a 15 HCM Level of Service Sum of lost time (s) CU :Level ,cif; Service:; 12.0 2/3/2005 Kimley-Horn and Associates, Inc. Synchro 6 Report Page 1 • • HCM Signalized Intersection Capacity Analysis 9: NE 6th Street & Biscayne Boulevard 700 Biscayne Boulevard 2006 w/ Project PM Peak Hour - Existing Timings Lane Configurations ideal Flow (vphpi}' .................... Total Lost time (s) LaneUtil ::Factor.:::;: Prt. Flt Pratedted`, Satd. Flow (prot ........... ... . Fit Perinitt Satd. Flow (perm Volume-NOf Peak -hour factor, PHF AdjFlow:;(i RTOR Reduction (vph) Lane GrouFlow (vph) Turn Type Protected Phases': Permitted Phases Actuated Green;:, ( Effective Green, g (s) ActuatedgIC Ratio Clearance Time (s) Vehicle:Extens i n (s) 1900``:`: .001.00 4.0 4.0 4.0 4.0 1.00 1.00 0.85 1,00 0,95 1770 3539 1583 1770 Mt 4.0 1.00 s.00` ;: 6408 00 1770 3539 1583 494 6408 2: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 29.0 29.0 <29 7.0 3.0 7.0 29.0 63.0 63.0 7.0 5.0 5.0 Mil* 190f1: 4.0 0.99 7453 1.C10 7453 0.94 0.94 0.94 50.6 5.0 0.94 Lane Grp Cap (vph) via Ratio; Prot vls Ratio Perm vie Ratio':',: Uniform Delay, d1 Progression Fa for <' Incremental Delay, d2 ........... .. ..... . ... (S) Level of Service Approach` Delay :.(s ).; Approach LOS Fs HCM Average Control Delay I CM c lume to Capacity; ratio Actuated Cycle Length (s) lntersectiort Capacity;Utilization Analysis Period (min) c;>::;�:ritical Lane : roup,;; 513 026 459 27,4 30.3 31.4 0.3 0.8 4.1 7.7 0.5 7.1 HCM Level of Service 00.0 6:5©�` 15 Sum of lost time (s) vei: tf:<ervice' 9.0 0.3 8.0 3771 0.1 2/3/2005 Kimsey -Horn and Associates, Inc. Synchro 6 Report Page 3 t • HCM Unsignalized Intersection Capacity Analysis 5: NE 8th Street & NE 2nd Avenue 700 Biscayne Boulevard 2006 w/ Project PM Peak Hour - Existing Timings 4 4/ Lane Configurations Siign;Co0troi,.: Grade Volume .:(veh/ Peak Hour Factor Hourly fi w rate (v h); Pedestrians Lane VVidth (ft) Waking Speed (ft/s Percent; ioage Right turn flare (veh) Medratyp Median storage veh) Upstream signal'`(f't) pX, platoon unblocked vC : conflicting volume vC1, stage 1 conf vol vC2' 0.90 top 0% f 03 0.90 0.90 0.90 477 4 Stop 0% 219 0,90 0.90 243 Norio': vCu, unblocked vol 963 842 265 477 851 tC ;single tC, 2 stage (s) p0 queue free % ca sc Udlt rr Volume Left 0 94 33 0 0 VOtOti Rt cSH 405 287 1622 1700 1700 Volpe to' Capacii Queue Length 95th (ft) 73 372 Control Delay:14: Lane LOS C Approach Oelay (s)` Approach LOS 00 61 87 66 17_.fa Free 0% 0.90 0.90 4t4 ............... 0% 689. 7 0.90 0.90 0.90 00 100 0.90 98 Average Delay Intersection n; Capacity Utilizati Analysis Period (rain) 40.4 l °lo ; tCU `Level`s f Serviei 15 2/3/2005 Kimley-Horn and Associates, Inc. Synchro 6 Report Page 1 HCM Signalized Intersection Capacity Analysis 8: NE 6th Street & NE 2nd Avenue 700 Biscayne Boulevard 2006 w/ Project PM Peak Hour - Existing Timings Lane Configurations Ideal Flow (vphpl� Total Lost time (s) Lane Util Factor =<'` Frt Elt Prate Satd. Flow .................. it:Permitter Satd. Flow (pe Volume l Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane, Group Fiow'(von) 0.86 i0 191 0.86 0.86 4- 4111 [9QQ 4.0 a86 1.00 1.00 6400 6400 0.86 0.86 0.86 t 19(iii := 19 {3: ;> i 900 ; ~l900 ;1900 0.86 0.86 0.86 4.0 0.94 4786 4786 0.86 313 0.86 Turn Type Prote ecf Phases:`:`:`.: Permitted Phases Act(uatect, Green, Effective Green, g (s) Actuated;g1C :Ratty"' Clearance Time (s) Veh cle; E iter siorn (s) Perm 18.8 4.0 73.2 4.0 Lane Grp Cap (vph) Ws -Ratio Prot vls Ratio Perm vie Ratio::::'. Uniform Delay, di Progression : Facto .................. Incremental Delay, d2 Delay (s) Level of Service ................................ Approach Dejay;;(s) Approach LOS HCM Average Control Delay HCM'Valorie; to Gapaclty ratio' Actuated Cycle Length (s) intersection; Capecitty :Utillzaticri Analysis Period (min) c :::Gritcal'Lane:;Group.:; 22.4 1203 0.14 38.3 2.5 HCM Level of Service Sum of lost time (s) i C U Level of Service,: 8.0 3503 4.4 0.2 2/3/2005 Kimley-Horn and Associates, Inc. Synchro 6 Report Page 2