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Traffic Impact Analysis - Part II
i Page I of 2 10 i TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users (tor deafihard 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 36 SCHEDULE SERVICE: WEEKDAY DIRECTION: WESTBOUND Omni Metro Mover Bus Terminal NE 36 St & Biscayne Blvd Allapattah Station NW 36 St & 32 Ave NW 36 St & 33 Ave NW 36 St & 42 Ave NW 36 St & 57 Ave Hook Square NW 53 St & 87 Ave 05:05AM 05:06AM 05:11AM 05:13AM : 05:26AM 05:03AM 05:08AM 05:17AM 05:26AM 05:27AM 05:32AM 05:34AM : 05:47AM 05:23AM 05:28AM 05:37AM 05:46AM 05:47AM 05:52AM 05:54AM 06:O6AM 05:33AM 05:38AM 05:47AM 05:56AM 05:57AM 06:02AM 06:06AM : 06:21AM 05:51AM f 05:56AM 06:06AM 06:16AM 06:17AM 06:22AM 06:26AM : 06:41AM 06:02AM 06:07AM 06:17AM 06:27AM : 06:28AM 06:33AM 06:37AM : 06:52AM 06:12AM 06:17AM , 06:27AM 06:37AM 06:38AM [06:43AM 06:47AM : 07:02AM 06:22AM 06:27AM 06:37AM ' 06:47AM 06:48AM 06:53AM ' 06:57AM 07:09AM) : 06:32AM 06:37AM 06:47AM 06:57AM 06:58AM 07:03AM 07:07AM 0 07:22AM 06:52AM 06:57AM 07:07AM 07:18AM 07:19AM 07:24AM 07:28AM : 07:43AM 07:01 AM 07:08AM 07:18AM 07:29AM 07:30AM , 07:35AM 07:39AM : 07:54AM , 07:17AM 07:24AM 07:34AM 07:45AM 07:46AM 07:51AM 07:55AM 08:07AM i 08:14AM 07:31AM 07:38AM 07:48AM 07:59AM 08:OOAM 08:05AM 08:09AM : 08:24AM 07:41AM 07:48AM 07:58AM 08:09AM 08:10AM 08:15AM 3 08:19AM : 08:34AM ' 108:02AM 08:09AM 08:19AM 08:30AM 08:31AM 08:36AM 08:40AM : 08:55AM 08:22AM 08:29AM 08:39AM 08:50AM 08:51AM 08:56AM ' 09:OOAM 09:10AM : 08:42AM 08:49AM 08:59AM 09:10AM 09:11AM 09:16AM 09:20AM : F09:35AM 09:02AM 09:09AM 09:18AM 09:29AM 09:30AM 09:35AM 09:39AM 09:54AM 09:22AM 09:29AM 09:38AM 09:49AM 09:50AM 09:55AM 09:59AM 10:09AM : 09:52AM 09:59AM 10:08AM 10:19AM 10:20AM 10:25AM 10:29AM : 10:44AM f 10:22AM 10:29AM 110:38AM 10:49AM 10:50AM 10:55AM 10:59AM 11:09AM 10:52AM 10:59AM 11:O8AM 11:19AM 11:20AM 11:25AM 11:29AM - 11:44AM i10 i I I i i i I i Page 2 of 2 1 11:22AM 11:29AM (I 11:38AM 11 11:49AM jI 11:5OAM 11 11:55AM 11:59AM 1 12:09PM1I : 11:52AM 11:59AM 12:08PM 12:19PM 12:20PM 12:25PM 12:29PM : 12:44PM 12:22PM [12:30PM 12:39PM 12:50PM 12:51PM 12:56PM 01:OOPM 01:10PM : 12:52PM 01:00PM 01:O9PM 01:2OPM 01:21 PM 01:26PM 01:30PM : 01:45PM 01:22PM [ 01:30PM 01:39PM 01:5OPM 01:51PM 01:56PM> 02:00PM 02:10PM : 01:5OPM 01:58PM [02:07PM 102:18PM 02:19PM 02:24PM [ 02:28PM : 02:43PM1 022OPM ( 02:28PM 02:37PM 02:48PM 02:49PM 02:54PM 02:58PM 03:10PM : 02:31 PM [02:39PM 1 02:48PM 02:59PM •03:00PM• 03:05PM 03:09PM : 03:24PM 02:50PM 02:58PM 03:07PM • 03:19PM 03:2OPM 03:25PM 03:29PM 03:44PM 03:05PM 03:13PM 03:22PM l 03:34PM 03:35PM f 03:4OPM 03:44PM 03:56PM : 03:10PM 03:18PM 03:27PM 03:39PM 03:40PM 03:45PM 03:49PM : 04:04PM 03:30PM 03:38PM 03:47PM 03:59PM 04:OOPM 04:05PM 04:11PM f : 04:26PM 03:50PM 03:58PM ' 04:07PM 04:19PM 04:20PM , 04:25PM U 04:31PM : 04:46PM 04:06PM 04: 4PM . 04:23PM 04:35PM 04:36PM 04:41PM 04:47PM 04:59PM 04:15PM 04:2 PM i 04:32PM 04:44PM 04:45PM , 04:50PM 04:56PM : 05:11 PM 04:30PM 04:38PM (04:47PM 04:59PM 05:OOPM 05:05PM 05:11PM : 05:26PM 04:50PM 04:58PM , 05:07PM 05:19PM 05:20PM 05:25PM 05:31PM : 05:46PM 05:O6PM 05:14PM 05:23PM 05:35PM 05:36PM ' 05:41PM } 05:47PM 05:59PM : 05:10PM 05:18PM 05:27PM 05:39PM 05:40PM 05:45PM 05:51PM 06:06PM 05:30PM 05:38PM 05:47PM 05:59PM 06:OOPM 06:05PM 06:09PM : '06:24PM 05:50PM 05:58PM 06:07PM 06:18PM 06:19PM 06:24PM 06:28PM : 06:43PM 0620PM 06:27PM 06:36PM 06:47PM 06:48PM 06:53PM 06:57PM 07:09PM - 06:50PM 06:57PM 07:06PM 07:15PM 07:16PM 07:21 PM 07:25PM : [07:40PM 07:OOPM 07:06PM 07:13PM 07:22PM : : 07:30PM 07:36PM 07:43PM 07:52PM 07:53PM 07:58PM 08:02PM 08:11 PM : 08:20PM 08:25PM 08:32PM 08:41PM 08:42PM 08:47PM 08:51PM : 09:04PM 08:50PM 08:55PM 09:02PM 09:11 PM : : : 09:34PM 09:35PM 1109:42PM 09:51 PM : ............... . ; Top \JArZILE CLOSE WINDOW A'Jp_AC- g SCS = 9 __ v (15 01 ¶Nt TZ At4 C) 214 Date Last Edited : Wed Oct 15 10:55:07 2003 Transit -Home j Metrobus j Metrorail j Metrornover j Special Services j About Us j Trip, Planner j press Releases Publications j Contact Us Home j Using Our Site j About j Phone Direct. j Privacy 1 Disclaimer E-mail your comments, questions and suggestions to Webmaster Web Site Q 2003 Miami -Dade County. AB rights reserved. I • • HIALEAH E 9 St 0, cla 0,4 00 a W/E 3 St North Map not to scale NW 62 St NW 64 St Martin L. King Jr. Metrorail Station Liberty City Route 62 NE 62 St NW62St NE61 St N N z z NE 38 St NE 36 St NE 117 Tarr Omni Bus Terminal a` ery Qmni (Wi--411 NE 14 St 0 m kJ WHEELCHAIR ACCESSIBLE MIAMI BEACH Rush Hour only Julia Tuttle Causeway 41 St ¢ 11 0 t 39 St a) U iI • i i Page I of 3 TRANSIT INFORMATION: 3Q5-770-3131 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.rniamidade.gov ROUTE 62 SCHEDULE W 3 St & Palm Ave 05:11AM 05:37AM 06:07AM 06:37AM 07:07AM 07:37AM 08:07AM 08:42AM 09:13AM 09:43AM SERVICE: WEEKDAY E 9 St & 8 Ave 05:15AM 05:43AM 06:13AM 06:43AM '07:13AM 07:43AM 08:13AM 08:48AM '09:19AM 09:49AM NW 62 St 32 Ave 05:19AM 05:47AM M.L.K. Station 05:22AM NW 62 St 7 Ave 05:32AM DIRECTION: EASTBOUND NE 61 St Biscayne Blvd 05:42A 05:50A 41 St & Indian Creek Omni Metro Mover Bus Terminal 05:58AM 05:37AM 05:47AM 05:57AM ' 06:05AM : 06:13AM 05:52AM 06:02AM 06:12AM 06:20AM : 06:28AM 06:17AM 06:47AM - 07:17AM 07:47AM 08:17AM 08:52AM 09:23AM 09:53AM 06:02AM 06:12AM fi 06:22AM 106:30AM 1106:40AM11 : '06:22AM 06:32AM 06:42AM 06:52AM 07:02AM 07:12AM 07:22AM 07:32AM 07:42AM 07:52AM 08:02AM 08:12AM 08:22AM 08:37AM 08:57AM [09:12AM 09:27AM 09:42AM 09:57AM 06:32AM 06:42AM 06:52AM 07:02AM 07:12AM 07:22AM 07:32AM 07:42AM 07:52AM 08:02AM 08:12AM 08:22AM 08:32AM 08:47AM 09:09AM 09:24AM 09:39AM 09:54AM 10:09AM 06:42AM 06:52AM 07:02AM 07:12AM 07:22AM 07:32AM 07:42AM 07:52AM 08:02AM 08:12AM 08:22AM 08:32AM 08:42AM 08:57AM 09:15AM 09:30AM 09:45AM 10:00AM 10:15AM 06:50AM 07:00AM 07:10AM 07:20AM 07:30AM 07:40AM 07:50AM 08:00AM I 08:10AM 08:20AM 08:30AM 08:40AM 08:50AM 09:05AM 09:21AM 09: 36AM 09:51AM 10:06AM 10:21AM 06:58AM 07:10AM 07:30AM 07:50AM 08:10AM 08:30AM 08:50AM 07:18AM 07:38AM 07:58AM 08:18AM 08:38AM 08:58AM 09:14AM 09:30AM 09:45AM 10:00AM 10:15AM 10:30AM t1 11 11 Page 2 of 3 : II : (I : I10:12AMI 10:24AM (I 10:30AM 1 10:36AM II . 10:45AM 1 10:42AM 10:54AM 11:00AM 11:06AM ' : 11:15AM 10:43AM 10:49AM 10:53AM 10:57AME 11:09AM 11:15AM 11:21AM : 11:30AM 11:13AM 11:19AM 11:23AM 11:27AM 11:39AM 11:45AM 11:51AM 12:0OPM 11:42AM 11:54AM 12:00PM 12:06PM , : 12:15PM 11:43AM 11:49AM 11:53AM 11:57AM 12.09PM 12:15PM 12:21PM : 12:30PM 12:12PM 12:24PM 1 12:30PM 12:36PM : 12:45PM 12:13PM 12:19PM 12:23PM 12:27PM 12:39PM 12:45PM 12:51 PM : 01:00PM : : ' 12:42PM 12:54PM 01:O0PM 01:06PM : 01:15PM 12:43PM 12:49PM 12:53PM 12:57PM 01:09PM 01:15PM 01:21 PM : 01:30PM : : : 01:12PM [ 01:24PM 01:30PM 01:36PM : 01:45PM 01:13PM 01:19PM 01:23PM 01:27PM 01:39PM 01:45PM 01:51 PM : 02:0OPM 01:42PM 01:54PM 02:00PM 02:06PM : 02:15PM 01:43PM 01:49PM 01:53PM 01:57PM 02:09PM 02:15PM 02:21 PM : 02:30PM : 02:12PM 02:24PM 02:30PM 02:36PM : 02:45PM : : 02:36PM 02:42PM 02:48PM : 02:57PM 02:13PM 02:19PM 02:23PM 02:27PM 02:39PM 02:45PM 02:51PM : 03:00PM : : : 02:42PM 02:54PM 03:00PM 03:06PM : 03:15PM 02:43PM 02:49PM 02:53PM 02:57PM 03:09PM 03:15PM 03:21PM : 03:30PM 03:07PM 03:19PM 03:25PM 03:31 PM : 03:40PM : : : 03:17PM I-03:29PM 03:35PM 03:41 PM 03:51PM : 03:12PM 03:18PM 03:22PM 03:26PMJ 03:38PM 03:44PM 03:50PM : 03:59PM : : 03:34PM 03:46PM 03:52PM 04:00PM 04:10PM : : : 03:43PM 03:55PM 04:02PM 04:10PM : 04:18PM 03:38PM 03:44PM 03:48PM 03:52PM 04:05PM 04:12PM . 04:20PM 04:30PM : : [04:02PM 04:15PM l 04:22PM 04:30PM ' : r04:38PM : If : : 04:12PM 04:25PM 04:32PM 04:40PM 04:50PM : 04:05PM 04:12PM 04:17PM 04:22PM 04:35PM 04:42PM 04:50PM : 04:58PM 04:32PM 04:45PM 04:52PM 05:00PM :° 5:10PM : : 04:42PM 04:55PM 05:02PM 05:10PM : 05:18PM 04:35PMJ 04:42PM' 04:47PM 04:52PM 05:05PM 05:12PM 05:20PM 5:30PM : : [05:02PM 05:15PM 05:22PM . 05:30PM : 05:38PM : 05:12PM 05:25PM 05:32PM ` 05:40PM 35:50PM : 05:05PM 05:12PM 05:17PM 05:22PM 05:35PM 05:42PM ';' 05:50PM : 05:58PM 05:32PM 05:45PM 05:52PM 06:00PM 36:10PM : : : 05:42PM 05:55PM 06:02PM 06:10PM : 06:18PM 05:35PM 05:42PM 05:47PM 05:52PM 06:05PM 06:12PM 06:20PM : 06:28PM 06:05PM 06:12PM 06:17PM 06:22PM 06:35PM 06:42PM 06:50PM : 06:58PM 06:48PM 06:55PM 07:00PM 07:03PM 07:11 PM 07:15PM 07:21 PM : 07:28PM 07:21 PM 07:26PM 07:30PM 07:33PM 07:41 PM 07:45PM 07:51 PM : 07:58PM : 07:56PM' 08:00PM 08:03PM 08:11PM 08:15PM 08:21PM : 08:28PM f i1 Ii 11 #€ ri n #1 is` 1© M r.3 41 rar'c...>€4 5 Page 3 of 3 I08:21 PM 1108:26PM 108:30PM 1I08:33PMI1 08:41PM it 08:45PM 1 08:51PM ]! : I09:02PM 08:57PM 09:32PM 10:02PM 10:32PM 11:02PM 11:32PM 12:40AM 09:05PM 09:35PM 10:05PM 10:35PM 11:05PM 11:35PM 12:43AM 09:07PM 09:37PM 10:07PM 10:37PM 11:07PM 11:37PM 12:45AM 09:13PM 09:43PM 10:13PM 10:43PM 11:13PM 11:43PM 12:51 AM 09:17PM 09:47PM 10:17PM 10:47PM 11:17PM 11:47PM 12:55AM 09:22PM 09:52PM 10:22PM 10:52PM 11:22PM 11:52PM 01:OOAM 108:58PM 09:28PM 09:58PM 10:28PM 10:58PM 11:28PM 11:58PM 01:06AM La TOP CLOSE WINDOW Date Last Edited : Wed Oct 15 10:55:07 2003 Transit - Home I Metrobus J Metroraii I Metromover I Special Services I About tJs [ Trip Planner [ Press Releases ] Publications I Contact Us Home [ Using Our Site [ About [ Phone Directory J Privacy [ Disclaimer E-mail your comments, questions and suggestions to Webmaster Web Site 02003 Miami -Dade County. All rights reserved. I Page 1 of 3 10 i TRANSIT INFORMATION: 3O5-770-3131 Residents South of SW 216 St: 305-891-3131 1 Y Users (for deaf/hard of fearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov ROUTE 62 SCHEDULE SERVICE: WEEKDAY DIRECTION: WESTBOUND Omni Metro Mover Bus Terminal 23 St &Prairie Ave 43 St & Michigan Ave NE 36 St 41 St & & Indian iscayne Creek Blvd NE 16 St & Biscayne Blvd NW 62 St & 7 Ave M.L.K. Station NW 62 St & 32 Ave E 9 St & 8 Ave W 3 St & Palm Ave 05:35AM : : : 05:42AM 05:47AM 05:53AM 06:06AM 06:10AM 06:15AM 06:23AM 05:52AM : : 05:59AM 06:06AM 06:13AM 06:26AM : : 06:07AM : : : 06:15AM 06:22AM 06:29AM 06:42AM 06:46AM 06:51AM •06:59AM 06:22AM : 06:30AM 06:37AM [06:44AM 06:57AM . 06:37AM : : : J06:45AM 06:52AM 06:59AM 07:12AM 07:16AM 07:21AM 07:29AM 06:52AM : : 07:00AM 07:07AM 07:14AM 07:27AM : : 06:55AM 07:05AM1 07:12AM 07:19AM 07:32AM :• 07:07AM : : : 07:15AM 07:22AM '07:29AM 07:42AM 07:46AM 07:51AM 07:59AM' 07:15AM 07:25AM 07:32AM 07:39AM 07:52AM - 07:27AM : : 07:35AM 07:42AM 07:49AM 08:02AM :• : 07:35AM 07:45AM 07:52AM 07:59AM 08:12AM 08:16AM 08:21AM 08:29AM 07:47AM : : : "07:55AM 08:02AM 08:09AM 08:22AM : - 07:55AM1 08:05AM 08:12AM 08:19AM 08:32AM : `08:07AM, : : - 08:15AM 08:22AM [08:29AM 08:42AM 08:46AM 08:51AM 08:59AM 08:15AM 08:25AM 08:32AM [08:39AM 08:52AM` - 08:27AM 08:35AM 08:42AM 08:49AM 09:02AM : : : 08:35AM 08:45AM 08:52AM 08:59AM 09:12AM 09:16AM 09:20AM [09:27AM 08:47AM : : - 08:55AM [09:02AM 09:09AM 09:21AM , : : [ : 08:55AM 09:05AM 09:12AM 09:19AM 09:31AM : 09:05AM : : 09:15AM 09:22AM 09:29AM 09:41AM 09:45AM 09:49AM j09:56AM] 09:20AM : : : 09:30AM 09:37AM 09:44AM 09:56AM : 09:35AM . : : ' 09:45AM 09:52AM 09:59AM '10:11AM 10:15AM 10:19AM 10:26AM 09:50AM : : 110:OOAM 10:07AM 10:14AM 10:26AM` : - Page 2 of 3 10:05AM1[ : iI : 1i : I110:15AM [10:22AMj110:29AMI110:41AM I10:45AM I10:49AM1I10:56AM. 10:20AM : : 10:30AM 10:37AM 10:44AM 10;56AM : : I • 10:35AM : : : 10:45AM 10:52AM 10:59AM' 11:11AM 11:15AM 11:19AM I11:26AM 10:50AM : : : 11:00AM 11:07AM 11:14AM 11:26AM : I 11:05AM : : : 11:15AM 11:22AM 11:29AM 11:41AM 11:45AM 11:49AM 11:56AM 11:20AM : : . 11:30AM 11:37AM 11:44AM 11:56AM 11:35AM : : • 11:45AM 11:52AM 11:59AM, 12:11 PM 12:15PM 12:19PM 12:26PM 11:50AM . . . 12:00PM 12:07PM 12:14PM 12:26PM : t 12:05PM : : : 12:15PM 12:22PM 12:29PM 12:41PM 12:45PM 12:49PM 12:56PM1 12:20PM : : ' . '[12:30PM 112:37PM 12:44PMI 12:56PM : . 12:35PM : : - 12:45PM 12:52PM 12:59PM E01:11 PM 01:15PM 01:19PM 01:26PMI 12:50PM : : : 01:00PM 01:07PM 01:14PM 01:26PM • 01:05PM : . : 01:15PM 01:22PM 01:29PM 01:41 PM 01:45PM 01:49PM 01:56PM 01:20PM : : : 01:30PM 01:37PM 01:44PM 01:56PM : '01:45PM 01:35PM : : 01:52PM 01:59PM 02:11PM 02:15PM 02:19PM 02:26PM 01:50PM : : 02:OOPM 02:07PM 02:14PM 02:26PM : I - 02:05PM : : : 02:15PM 02:22PM ,02:29PM 02:41 PM 02:45PM 02:49PM 02:56PM 02:20PM : 02:30PM 02:37PM 02:44PM 02:56PM : . • 02:35PM1 : : : f02:45PM 02:52PM F02:59PM 03:11PM 03:15PMI03:19PM 03:26PM . : : 02:40PM 02:50PM 02:57PM 03:04PMM 03:16PM : : : 02:40PM : . 02:55PM 03:03PM 03:1 QPM 03:22PM : : 02:50PM : [ : : 03:00PM 03:07PM 03:14PM (03:26PM : ! - : 03:05PM : : : 03:15PM 03:22PM 03:29PM 03:41PM 03:45PM 03:49PM 03:56PM 03:20PM : : : 03:30PM 03:37PM 03:44PM 03:56PM : : . 03:35PM : : 03:45PM 03:52PM [03:59PM 04:12PM 04:16PM 04:21 PM 04:29PM 03:45PM : : 1.11111 03:55PM 04:03PM 04:10PM 04:23PM : . • 03:55PM 4:05PM 04:13PM 04:20PM 04:33PM . : : : 03:55PM l : D4:09PM 04:17PM 04:24PM 04:37PM : - : 6 04:05PM : : : D4:15PM 04:23PM" 04:30PM 04:43PM'04:47PM 04:52PM 05:00PM : 04:15PM 4:25PM 04:33PM 04:40PM 04:53PM : : . L 04:25PM : : : 24:3APM 04:43PM 04:50PM 05:03PM . . . 04:35PM o54:45PM 04:53PM 05:13PM 05:17PM 05:22PM 05:30PM E05:00PM 04:45PM : : : 134:55PM 05:03PM 05:10PM 05:23PM ` = : . 04:55PMA05:05P 05:13PM' 05:20PM 05:33PM . - 05:05PM : : : 05:15P 05:23PM 05:30PM 05:43PM 05:47PM 05:52PM 06:00PM . : 05:15PM 05:25P ! 05:33PM 05:40PM 05:53PM . : 05:25PM : : 05:35P 05:43PM 05:50PM 06:03PM . . 1 : . : 05:35PM 05:45P 105:53PM,06:00PMj 06:13PM [06:17PM 06:22PM 06:30PM 05:45PM : : : 05:55P 06:03PM 06:10PM [06:23PM . : . : 05:55PM 06:05P ' 06:13PM L L6:20PM [06:33PM : • : 06:05PM - : : 06:15PM f 06:23PM 06:30PM 06:43PM 06:47PM 06:52PM z07:00PM€ . • I06:15PM 06:25PM 06:33PM 06:40PM 06:53PM 06:25PM . : 06:35PM 06:43PM 06:50PM 07:03PM : • : II li 1F it n if 10 MN 14EAL S Page 3 of 3 06:35PM J II : 1106:45PM,106:53PM1107:00PMI 07:10PM107:13PM07:17PM1107:22PM1 07:13PM; 07:05PM 07:35PM 08:05PM 08:35PM 09:06PM 09:36PM 10:06PMJ 10:36PM 11:O6PM 11:36PM 12:03AM 01:08AM 07:43PM 08:13PM 08:43PM 09:13PM 09:43PM 10:13PM 10:43PM 11:13PM 11:43PM 12:10AM 01:15AM 07:19PM 07:49PM 08:19PM 08:49PM 09:17PM 09:47PM 10:17PM 10:47PM 111:17PM 11:47PM 12:14AM 01:19AM 07:24PM 07:54PM 08:24PM 08:54PM I09:21 PM 09:51PM 10:21 PM 10:51 PM 11:21PM 11:51PM 12:18AM 01:23AM 07:34PM 08:04PM 08:34PM 09:04PM 09:29PM 09:59PM 10:29PM 10:59PM 11:29PM 11:59PM 12:26AM 01:31AM 07:37PM 08:07PM 08:37PM 09:06PM 09:31 PM 10:01 PM 10:31PM 11:01 PM 11:31 PM 12:01AM 12:28AM 01:33AM 07:41 PM 08:11PM 08:41 PM 09:09PM 09:34PM 10:04PM '10:34PM 11:04PM 11:34PM 12:04AM 12:31 AM 01:36AM 08:16PM 08:46PM1 L TOP CLOSE WtNDOW Date Last Edited : Wed Oct 1510:55:07 2003 Transit Home ( Metrobus j Metrorail ( Metromover I eciai Services ( About Us ( Trip Planner ( Press Releases ( Publications ( Contact Us Home ( UsingOur Site ( About I Phone Directory, ( Privacy ( Disclaimer E-mail your comments, questions and suggestions to Webmaster Web Site © 2003 Miami -Dade County. All rights reserved. Route 95x Civic Center Norwood NORWOOD North Map not to scale AM VIA SR 836 a> n 20 St 66662 VA Hasp ® t 17 St 16 S 12 St Civic m Center Golden Glades Paris & Ride Civic Center NW 199 St ,�' E ro z 2111511111 NE 183 St i Z PM VIA SR112 0, a ,39 St VA Hasp II 17 St 16 St CIVIC Center N 14 St t SR 112! La21 r) a a i ENE Num mum • Transit Search: MEIN MIA 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 95 CIVIC CENTER NORWOOD SCHEDULE T!!ge igl'T NE 36 St Bisc Blvd 11[10:04AM 10:34AM 11:04AM 11:34AM ,12:04PM 12:15PM 12:45PM 01:15PM 01:45PM 02:15PMJ 02:45PM Omni Metro Mover Bus Terminal 12:21 PM 12:51PM 01:21 PM 01:51 PM 02:21 PM 02:51 PM 11 SERVICE. WEEKDAY SE 8 St Bricked Ave 11 Dade County Courthouse 12:31 PM 01:01 PM 01:31 PM 02:01 PM 02:31 PM 03:01 PM NW 36 St & 87 Ave NW 41 St & 97 Ave NW36 St & East Dr 11 11 I I If Veterans Hospital 11 DIRECTION: NORTHBOUND Earlington Heights Station II Golden Glades 10:19AM 10:49AM 11:19AM 11:49AM 12:19PM 12:49PM 01:19PM 01:49PM 02:19PM 02:49PM 03:19PM II NW 183 St & N. Miami Ave ll NE 167 St & 15 Ave Mall Aventura Mall NW 167 St & 57 Ave 1i 11 http:/1www.co.rniami-dade.fl.us/transit/routes/sehedule.asp?R1=WEEKDAY%20&R2=Northbound%20%20%20%20%20%20... 4/19/2004 • Page 03:14PM 03:27PM 03:47PMj 03:57PM 03:20PM 03:33PM 03:53PM 04:03PM 4:07PM 04:13PM 04:17PM 04:23PM 04:22PM 04:28PM 04:27PM 04:33PM 03:32PM 03:45PM 04:05PM 04:17PM 04:37PM 04:34PP 04:40PM 4:37P 4:43PM 04:42PMi04:48PM 04:47PM 44:53PM 04:49PM 04:55PM 04:52PM104:58PM �04:54PM 05:00PM 04:57PM 05:03PM 05:07PM®05:13PM 105:07PMa 5:17PM 05:23P r95:27PM 5:33PM i1.105'39PM 5:45PM 04:15PM 04:25PM 04:30PM 04:35PM 04:40PM 04:45PM 04:50PM 04:52PM 04:55PM 05:00PM 05:05PM 05:07PM 05:10PM 05:12PM 05:15PM 05:20PM 05:25PM 05:35PM 05:45PM 05:57PM 11 L 05:03PM 05:13PM 11 1103:10PM 03:40PM 04:10PM 04:22PM 04:35PM 04:50PM L 05:05PM 05:28PM 05:30PM 06:05PM 103:33PMII : 05:40PM 04:03PM 04:08PM 04:28PM 04:33PM 04:38PM 04:45PM 04:48PM 04:53PM 04:58PM 04:58PM 05:03PM 05:08PM 05:13PM 05:13PM 05:15PM 105:18PM 05:23PM 05:28PM 05:28PM 05:30PM 05:33PM 05:35PM 05:38PM 05:43PM 05:48PM 05:53PM 05:58PM 05:58PM 06:08PM 106:28PM 11 05:02PM 05:12PM 05:27PM 05:37PM 05:42PM 05:47PM 05:49PM 05:52PM 06:12PM 06:12PM 06:40PM 11 04:40PM 05:OOPM 05:27PM 05:55PM 05:47PM 05:06PM 05:31 PM 05:41PM 05:58PM 06:15PM 06:16PM II http://www. co.miami-dade.fl. us/transit/routes/schedule.asp?RI—WEEKDAY%20&R2=Northbound%20%20%20%20%20%20... 4/19/2004 • 05:59P 06:05PM1 06:44PM 07:14PM 06:50PM 07:20PM 06:15PM 06:30PM 07:00PM 07:30PM 11 • II 08:12PM 106:38PM 11 j1 06:53PM 07:23PM 07:53PM 08:35PM \Aa.4A$Le tiiyAA„ L )AM ! i 31.15c5 Z 5 CLOSE WINDOW MErZ.AGE j.'5-- uscs rnrr.iur 1'1L7aD -IPLjS Date Last Edited : Wed Oct 15 10:55:07 2003 Ttan_alt- HomLI Metrobual Metrorail j Metrgmover 1 Special Services ( About Us I rip Planner 1 Press Releases I Publications I Contact Us lic.r a I .Us ing_Qur_.Si_te I About I Ph.Q.ne_Pi►roc.tory ] Erlyaey. I DisQ.laime.r.. E-mail your comments, questions and suggestions to W..master Web Site © 2003 Miami -Dade County, All rights reserved. 07:02PM1 08:59PM e 3iii3 http://www.co. miami -dade.fl. us/transit/routes/schedule.asp?R 1=WEEKDAY%20&R2—Northbound%20%20 %20%20%20%20... 4/1 9/2004 • IMENN e MIAMI-DADE TRANSIT INFORMATION: 305-770-3131 Residents South of SW 218 St.: 305-891-3131 TTY Users (for deaf/hard of hearing): 305-654-8530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov ROUTE 95 CIVIC CENTER NORWOOD SCHEDULE NW 167 St & 57 Ave 06:00AM Aventura Mali 05:53AM SERVICE: WEEKDAY NE 167 St & 15 Ave Mall 06:15AM NW 183 St & N. Miami Ave 05: 51 AM 06:11 AM 06:26AM 06:26AM' Golden Glades 06:15AM 06:15AM 06:20AM 06:25AM 06:30AM 06:35AM 06:45AM 06:50AM 06:50AM 07:00AM 07:05AM Earlington Heights Station Veterans Hospital 06:30AM 06:40AM 07:03AM 07:05AM NW 36 St & East Dr 07:18AM DIRECTION: SOUTHBOUND NW 41 St & 97 Ave 07:33AM NW 36 St & 87 Ave 07:43AM SE 1 St 1 Ave 06:33AM 06:38AM 06:48AM Brickell Plaza 06:47AM 06:57AM 06:53AM 07:03AM 06:53AM [ : 1 07:02AMMC07:08AM 07:03AM : 07:13AM 07:19AM • • • • 07:23AM 07:33AM 07:34AM http://www. co. miami-dade.fl.us/transit/routes/schedule, asp?R1=WEEKDAY%20&R2Southbound%20%20%20%2 0%20%20... 4/19/2004 • • 06:55AM 07:20AM1 1 07:50AM II 06:33AM 06:53AM 07:38AM 106:55AM 07:15AM 08:OOAM 06: 41 AM 110 7: 05AM11 : 1107:25AM 11 : 11 : 11 06:51AM 06:56AM '07:11AM 07:21AM 07:31AM 08: 06AM II 107:10AM 07:15AM 07:15AM 07:20AM 07:20AM 07:25AM 07:25AM 07:30AM 07:32AM 07:35AM 07:40AM 07:40AM 07:45AM1 07:50AM 107:55AM 07:55AM 08:OOAM 08:05AM 08:10AM 08:15AM 08:20AM 08:25AM 08:30AM] 08:38AM 08:45AM 09:OOAM 09:30AM 10:00AM 10:30AM 111:OOAM1 II 07:35AM 07:40AM 07:45AM 08:OOAM 08:15AM 1" 11 07:28AM 07:33AM 07:38AM 07:43AM 07:48AM 07:50AM 07:53AM 07:58AM 08:03AM 08:08AM 108:13AM 108:18AM 08:23AM 108:28AM 08:33AM 08:38AM 08:43AM1 08:48AM 08:56AM 09:03AM 09:18AM [09:48AM 10:18AM 10:48AM [11:18AM1 1I 107:48AM 08:03AM 108:23AM1 108:48AM] 11 07:38AM 07:43AM 07:53AM 07:58AM 08:00AM [08:08AM 08:13AM 08:18AM 08:28AM 08:33AM 08:38AM, 08:43AM 08:53AM 108:58AM 109:06AM 09:13AM 09:28AM 09:58AM 110:28AM 10:58AM 11:28AM II 07:44AM 07:49AM 07:59AM1 08:04AM 08:06AM 08:14AM 108:19AM] 08:24AM 08:34AM 108:39AM 08:44AM 108:49AM 108:59AM 09:04AM 09:12AM 09.19AM 109:34AMj 10:04AM 10:34AM 11:04AM1 11:34AM 11 http://www. eo.miami-dade.fi.us/transit/routes/schedule.asp?R1=WEEKDAY%20&R2=Southbound%20%20%2Q% 20%20y 20... 4/1 9/2004 1 0 :30Am I II II II 12:OOPM 12:30PM 101:00PM 101:30PM 02:00PM 02:30PM CLOSE WINDOW [= TOP Date Last Edited : Wed Oct 15 1055:07 2003 Transit - Home Metrobus Malroraii I yletromover: $0015eryices Abotlas p Plat:pier PresqBele_ases Publications 1 Contact US Horne I Using Our Site I About I Phone Directory I Privacy_ I Disclaimer ,;03VESSIANIIMMOW E-mail your comments, queStIon$ and suggestions to Webmaster Web Site Itg) 2003 Miami -Dade County, All rights reserved, 11 :48AM11 : 1111:58AM Imirge 1117 12:O4PMJ 12:15P1Vi 12:45PM 0 :15PM, 01:45PM1 102:15PM 02:45PM http://www.co.miarni-dade.fl.us/transit/routes/schedule.asp?R1=WEEKDAY%20&R2—Southbound%20%20%20%20%20%20, .. 4/19/2004 Biscayne METRO AREA EXPRESS MAKES ALL LOCAL STOPS NORTH OF 163 ST 91 St 0 Limited Stop A99SI N -13 163 St 151 St 146 St 135 St 123 St Sans Souci Blvd 107 St 96 St 79 St 62 St 54 St 36 St 29 St 19 St MAKES ALL LOCAL STOPS SOUTH OF 19 ST Government Center Metrorail Station Downtown Bus Terminal a Flagier St, v CD <4 Q SW/SE 1 St 15 St OMNI BUS TERMINAL D m a) a 0 Aventura Mall North Map not to scale i i i TRANSIT INFORMATION: 305-770-3131 Residents South of SW216 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 BISCAYNE MAX SCHEDULE SERVICE: WEEKDAY DIRECTION: NORTHBOUND CBD Bus Terminal Omni Metro ` E 36 St & Mover Bus Biscayne Terminal Blvd E 79 St & Biscayne Blvd NE 123 St & Biscayne Blvd NE 163 St & Biscayne Blvd Aventura Mali 06:00AM 06:07AM 06:13AM 06:21AM 06:31AM 06:40AM 06:50AM 06:15AM 06:22AM 06:28AM 06:36AM , 06:46AM 06:55AM 07:05AM 06:30AM E 06:37AM 06:43AM 06:51AM 07:01AM 07:11AM '07:21AM 06:45AM 06:52AM 06:58AM 07:07AM , 07:17AM 07:27AM 07:37AM 07:00AM 07:08AM 07:15AM 07:24AM 07:34AM 07:44AM 07:54AM 07:15AM 07:23AM 07:30AM 07:39AM 07:49AM 07:59AM 08:09AM 07:30AM 07:38AM 07:45AM 07:54AM 08:04AM 08:13AM 08:23AM 07:45AM 07:53AM 08:00AM 08:09AM 08:19AM 08:28AM 08:38AM 08:OOAM 08:O8AM 08:15AM 08:24AM 08:34AM 08:43AM 08:53AM 08:15AM 08:23AM 08:30AM 08:39AM 08:49AM 08:58AM 09:08AM 08:30AM 08:38AM 08:45AM 08:54AM 09:04AM 09:13AM 109:23AM 08:45AM 08:53AM 09:OOAM 09:08AM 09:18AM 09:27AM 09:37AM 09:OOAM 09:08AM 09:15AM 09:23AM 09:33AM 09:42AM 09:52AM 09:15AM 09:23AM 09:30AM 09:38AM 09:48AM 09:57AM 10:07AM [09:30AM 09:38AM 09:45AM r 09:53AM 10:03AM 10:12AM 10:22AM 02:00PM 02:09PM 02:15PM 02:24PM [02:34PM 02:44PM 02:54PM 02:30PM 02:39PM 02:45PM 02:54PM 03:06PM 03:16PM 03:28PM' 03:0OPM 03:09PM 03:17PM 03:26PM1, 03:38PM 03:48PM 04:0OPM1 03:15PM 03:24PM 03:32PM 03:41PM 1 03:53PM 04:03PM 04:15PM 03:30PM 03:39PM 03:47PM 03:56PM 04:08PM 04:18PM 04:30PM 03:45PM 03:54PM 04:02PM 04:11PM 0423PM 04:33PM 04:45PM 04:OOPM 04:09PM 04:17PM 04:26PM 04:38PM 04:48PM 05:OOPM 04:15PM 04:24PM 04.32PM 04:41PM 04:53PM r05:03PM 05:15Pj 04:30PM 04:39PM 04:47PM ` 04:56PM 05:08PM 05:18PM 05:30PM I1 11 if .. 1 Page 1 of 2 i Page 2 of 2 i i • 04:45PM11 04:54PM 05:02PM 1 05:11PM 11 05:23PM 11 05:33PM 1105:45PM) 05:00PM 05:09PM 05:17PM 05:26PM 05:38PM 05:48PM 06:00PM 05:15PM 05:24PM 05:32PM 05:41PM 05:53PM 06:03PM 06:14PM 05:30PM 05:39PM 05:47PM 05:56PM 06:08PM 06:18PM 06:29PM 05:45PM 05:54PM 06:02PM 06:11PM 06:22PM 06:32PM 06:43PM 06:00PM 06:09PM 06:17PM 1 06:26PM 06:37PM 06:47PM 06:58PM 06:15PM 06:24PM 06:32PM 06:41 PM 06:52PM 07:02PM 07:10PM 06:30PM 06:39PM 06:47PM 06:56PM 07:07PM [ 07:15PM 07:23PM 06:45PM 06:54PM 07:02PM 07:08PM 07:18PM 07:26PM 07:34PM C1TOP i 5 M wivi€ CIS CLOSE WINDOW Date Last Edited : Wed Oct 1510:55:07 2003 Transit - Home Metrobus I Metrorail J Metromover 1 Special Services { About Us [ Trip Planner J Press Releases Publications J Contact Us Home I Using Our Site ( About J Phone Directo y J Privacy J Disclaimer E-mail your comments, questions and suggestions to Webmaster Web Site © 2003 Miami -Dade County. All rights reserved. I Page 1 of 2 I I I I I 1 i� i i i i i i i Transit header image 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.rn. Weekends, 9 a.rn. to 5 p.m. www.miamidade.gov ROUTE BISCAYNE MAX SCHEDULE SERVICE: WEEKDAY DIRECTION: SOUTHBOUND Aventura Mall NE 163 St & Biscayne Blvd NE 123 St & Biscayne Blvd NE 79 St & Biscayne Blvd " E 3. & rmni Metro Biscayne Mover Bus Blvd Terminal CBD Bus Terminal 06:13AM 06:22AM 06.28AM 06:37AM 06:43AM 06:49AM 06:58AM 06:28AM 06:37AM 06:43AM 06:52AM 06:58AM 07:04AM 07:13AM 06:39AM 06:48AM 06:54AM , 07:06AM 07:13AM , 07:19AM L07:28AM 06:51AM 07:01AM 07:09AM 07:21AM 07:28AM 1 07:34AM 07:43AM 07:06AM 07:16AM 07:24AM 07:36AM 07:43AM 07:49AM 07:58AM 07:20AM 07:30AM 07:38AM 07:50AM 07:57AM 08:03AM 08:13AM 07:34AM 07:44AM 07:52AM 08:05AM 08:12AM 08:18AM 08:28AM 07:49AM 07:59AM 08:07AM 08:20AM 08:27AM 08:33AM 08:43AM 08:03AM 08:14AM 08:22AM 08:35AM 08:42AM 08:48AM 08:58AM 08:18AM 08:29AM 08:37AM 08:50AM 08:57AM 09:03AM 09:13AM 08:33AM 08:44AM 08:52AM 09:05AM 09:12AM 09:18AM 09:28AM 02:03PM , 02:15PM 02:23PM 02:35PM 02:42PM 02:48PM 02:58PM 02:33PM 02:45PM ; 02:53PM 03:05PM 03:12PM 03:18PM 03:28PM 03:02PM 03:14PM 03:23PM 03:35PM 03:42PM 03:48PM 03:58PM 03:17PM 03:29PM 03:38PM 0150PM 03:57PM 04:03PM 04:13PM 03:32PM 03:44PM 03:53PM 04:05PM 04:12PM 04:18PM 04:28PM 03:46PM 03:58PM 04:08PM 04:20PM 04:27PM 04:33PM 04:43PM €04:01PM 04:13PM 04:23PM 04:35PM 04:42PM 04:48PM 1 04:58.PM 04:16PM 04:28PM 04:38PM 04:50PM 04:57PM 05:03PM 05:13PM 04:31PM 04:43PM 04:53PM 05:05PM '. 05:12PM 05:18PM 05:28PM 04:46PM 04:58PM 05:08PM 05:20PM 05:27PM 05:33PM 05:43PM 05:01 PM 05:13PM , 05:23PM 05:35PM 05:42PM 05:48PM 05:58PM 05:16PM 05:28PM 05:38PM 05:50PM 05:57PM 06:03PM 06:13PM 05:31PM 05:43PM 05:53PM 06:05PM 06:12PM 1 06:18PM 06:28PM I 1l 11 11 11 11 II 1 \ Mt Ot- -sE I I I I I I I� I I I I I I I� I 105.48P14 06:00PM 11 06:09PM IL. 06:20PM 11 06:27PM 11 06:33PM 06:04PM 06:15PM 06:24PM 06:35PM 06:42PM 06:48PM 06:43PMj 06:58PM Page 2 of 2 STOP CLOSE WINDOW Date Last Edited : Wed Oct 15 10:55;07 2003 Transit - Home j Metrobus J Metrorail 1 Metremover J Special Services [About Us Trip Planner 1 Press Releases Publications J Contact Us Home J Using Our Site I About J Phone Directory I Privacy J Disclaimer E-mail your comments, questions and suggestions to Webmaster Web Site OO 2003 Miami -Dade County. Ali rights reserved. i I 1 140 1� 1 i Route T Legend Weekend Only 4 - Limited Stop NE 38 St NE 36 St NE29St NE 19 St Government Center Metrorail Station Julia Tuttle Cswy Toll Booth II--� t HAULOVER L PARK MARINA m is > $m NE 17 Terr NE 14 St f�l Downtown Bus Terminal €ll 0) m SWISE 1 St Omni Bus Terminal NE 4 St MDCC Downtown Campus Flagler St BAL HARBOUR Q Evening & Weekend Short Turn MIAMI BEACH J c5 0 72 St 44 St 1 st 96 St SURFSIDE c 0 0 North Map -not to scale Page 1 of 2 i i 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 E 36 St & Mover Bus Biscayne Terminal Blvd 41 St & Collins Ave 69 St & Collins Ave 72 St & Collins Ave 96 St & Collins Ave Haulover Marina 05:OOAM 05:07AM 05:12AM 05:22AM 05:30AM 05:31AM 05:35AM 05:39AM 05:3OAM 05:37AM 05:42AM 105:52AM 06:02AM 06:03AM 06:09AM 106:13AM 05:50AM 05:57AM 06:03AM 06:13AM 06:23AM 06:24AM 06:30AM 06:34AM 106:10AM 06:19AM 06:25AM 06:35AM 06:45AM 06:46AM 06:52AM 06:56AM 06:30AM 06:39AM 06:45AM 06:55AM 07:05AM 07:06AM 07:12AM 07:17AM 06:50AM 06:59AM 07:05AM 07:17AM 07:27AM 07:28AM 07:34AM 07:39AM '07:00AM 07:10AM 07:16AM '07:28AM 07:38AM 07:39AM 07:45AM 07:50AM 07:22AM 07:32AM 07:38AM 07:50AM 08:OOAM 08:01 AM 08:08AM 08:13AM 07:42AM 07:52AM 07:58AM 08:10AM 08:20AM 08:21AM 08:28AM 08:33AM 08:02AM 08:12AM 08:18AM 08:30AM 08:40AM 08:41AM 08:48AM 08:53AM 08:26AM 08:36AM 08:42AM 08:54AM 09:04AM 09:05AM 09:12AM 09:18AM 08:47AM l08:57AM 09:03AM 09:17AM 09:27AM 09:28AM 09:35AM 09:41AMF 09:09AM 09:19AM 09:25AM 09:39AM 09:49AM 09:50AM 09:57AM 10:03AM 09:29AM 09:39AM , 09:45AM 09:59AM 10:09AM [10:10AM 10:17AM 10:23AM 09:49AM 09:59AM 10:05AM 10:19AM 10:29AM 10:30AM 10:37AM 10:43AM 10:19AM 10:29AM 10:35AM 10:49AM 10:59AM 11:00AM 11:O7AM 11:13AM 10:49AM 10:59AM 11:05AM 11:19AM 11:29AM11:30AM 11:37AM 11:43AM 11:19AM 11:29AM 11:35AM 11:49AM 11:59AM 12:OOPM [12:07PM 12:13PMI 11:49AM 11:59AM 12:05PM . 12:19PM 12:29PM 12:30PM [12:37PM 12:43PM 12:19PM 12:29PM 12:35PM 12:49PM 12:59PM 01:00PM 01:07PM 01:13PM 12:49PM 12:59PM 01:05PM 01:19PM [01:29PM 01:30PM 01:37PM 01:43PM 01:19PM 01:29PM 01:35PM ' 01:49PM j01:59PM 02:00PM 02:07PM 02:13PM 01:49PM 01:59PM 02:O5PM 02:19PM 02:29PM 02:30PM 02:37PM 02:43PM 02:19PM = 02:29PM 02:35PM 02:49PM 02:59PM 03:00PM 03:07PM [03:12PM 1 II 11 11 1f if I1 11 i i Page 2 of 2 IO2:49PM1I 02:59PM lI 03:06PM I03:18PM1I03:28PM1103:29PMJ103:36PMI 03:41 PM 03:19PM 03:29PM 03:36PM 03:48PM 03:58PM 03:59PM 04:06PM 04:11 PM 03:44PM 03:54PM 04:O1PM 04:13PM 04:23PM 04:24PM 04:31 PM 04:36PM '03:59PM 04:09PM 04:16PM '04:28PM 04:38PM 04:39PM 04:46PM'J04:51 PM +04:17PM 04:27PM 04:34PM 04:46PM 04:56PM' 04:57PM 05:04PM 05:09PM 04:38PM 04:48PM 04:55PM 65:07PM 05:17PM' 05:18PM 05:25PM 05:30PM 04:58PM 105:08PM 05:15PM 05:27PM1 05:37PM 05:38PM 05:45PM 05:50PM 05:18PM C 05:28PM 05:35PM 05:47PM 05:57PM 05:58PM 06:05PM 06:10PM 05:38PM 05:48PM 05:55PM I06:07PM 06:17PM 06:18PM 06:25PM 06:30PM 05:58PM 06:08PM 06:15PM 06:27PM 06:37PM 06:38PM ,06:45PM 06:50PM 06:16PM 06:26PM 06:33PM 06:45PM 06:55PM 06:56PM 07:03PM 07:08PM 06:35PM 06:45PM 06:52PM 07:04PM 07:13PM 07:14PM 07:20PM 07:25PM 07:03PM 07:12PM 07:18PM 07:29PM 07:38PM 07:39PM 07:45PM 07:50PM 07:33PM 07:42PM 07:48PM 07:59PM 08:08PM 08:09PM 08:15PM 08:20PM 08:03PM [ 08:12PM 08:18PM 08:29PM 08:38PM 08:39PM 08:45PM 08:50PM 09:03PM e 09:12PM 09:18PM 09:29PM I09:38PM 09:39PM : : EA TOP ►lEtCIwri`US CLOSE WINDOW Date Last Edited : Wed Oct 15 10:55:07 2003 Transit -Horne [ Metrobus_{ Melrorail I Metramover { Special Services [ About Us { Trip Planner I Press Releases [ Publications [ Contact Us Home J Using Our Site [ About [ Phone Directory [ Privacy [ Disclaimer E-mail your comments, questions and suggestions to Webmaster Web Site O 2003 Miami -Dade County. All rights reserved. Page 1 of 2 V i i i i i i i I� TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 1 TY 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: SOUTHBOUND Haulover Marina 96 St & Harding Ave 69 St & Abbott Ave 41 St & E 36 St & Indian Biscayne Creek Blvd mni Metro Mover Bus Terminal CBD Bus Terminal 06:09AM 06:14AM 06:22AM 06:31AM 06:42AM 06:48AM 06:58AM 06:29AM 06:34AM 06:42AM 06: 51 AM 07:04AM 07:10AM 07:20AM '06:47AM 06:52AM 07:01AM 07:11AM 07:24AM 07:30AM 07:40AM 07:06AM 07:12AM 07:21AM 07:31AM 07:44AM 07:50AM 08:00AM 07:30AM 07:36AM 07:45AM 07:55AM 08:08AM 08:14AM 08:24AM 07:51AM 07:57AM 1 08:06AM 08:16AM 08:29AM 08:35AM 08:45AM 08:11AM' 08:17AM 08:26AM 08:36AM 08:49AM 08:55AM 09: 07AM 08:30AM 08:36AM 08:45AM 08:55AM 09:09AM 09:15AM 09:27AM 08:50AM 08:56AM 09:05AM 09:15AM 09:29AM 09:35AM 09:47AM 09:20AM 09:26AM 09:35AM [09:45AM 09:59AM 10:05AM 10:17AM 09:50AM 09:56AM 10:05AM 10:15AM 10:29AM 10:35AM 10:47AMJ 10:20AM 10:26AM 10:35AM 10:45AM 10:59AM L11:05AM 10:50AM, 10:56AM i11:05AM 11:15AM 11:29AM 11:35AM ,11:17AM 11:47AM f 11:20AM 11:26AM 11:35AM 11:45AM 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 01:05PM 01:17PM 12:50PM 12:56PM 01:05PM 01:15PM [ 01:29PM 01:35PM 01:47PM 01:20PM 01:26PM 01:35PM 01:45PM 01:59PM 02.05PM 02:17PM 01:50PM 01:56PM 02:05PM 02:15PM 02:29PM 02:35PM 02:47PM 02:20PM 02:26PM 02:35PM 02:45PM 02:59PM 03:05PM 03:17PM 02:45PM 02:51 PM 03:00PM 03:10PM 03:24PM 03:30PM 03:42PM 03:00PM 03:06PM 03:15PM 03:25PM 03:39PM 03:45PM J03:57PM 03:20PM 03:26PM 03:35PM 03:45PM 03:59PM 04:05PM 04:17PM 03:40PM 03:46PM 03:55PM 04:05PM 04:18PM 04:24PM 04:36PM [ 1I fI II i i i i 04:00PMf l 04:06PM 104:15PM 104:25PMI1 04:38PM 04:44PM 04:56PM 04:20PM 04:40PM 05:OOPM 05:20PM' 05:40PM 06:10PM 06:25PM 06:4OPM 07:10PM 07:40PM 08:10PM 08:40PM 09:10PM 04:26PM 04:46PM 05:06PM 05:26PM 05:46PM 06:15PM 06:30PM 06:45PM 07:15PM 07:45PM 08:15PM 08:45PM 09:15PM 04:35PM 04:55PM 05:15PM 05:35PM 05:55PM 06:23PM 06:38PM 06:53PM 07:23PM 07:53PM 08:23PM 08:53PM 09:23PM 09:43PM 04:45PM 05:05PM 05:25PM 05:45PM' 06:05PM 06:33PM 06:48PM 07:03PM 07:33PM 08:03PM 08:33PM' 09:03PM 09:33PM 09:53PM 04:58PM 05:04PM 05:16PM 05:18PM 05:24PM 05:36PM] 05:38PM 05:44PM 05:56PM 05:58PM 06:04PM 06:45PM 07:OOPM 07:15PM 07:45PM 08:15PM 08:45PM 09:15PM 09:45PM 10:05PM 06:51PM 07:06PM 07:21 PM 07:51 PM 08:21PM 08:51 PM 09:21 PM 09:51 PM 10:11PM 06:14PM 06:33PM 07:01PM [07:16PM 07:31 PM 08:01 PM 08:31 PM 09:01 PM 09:31 PM 10:01 PM 10:20PM Page 2 of 2 ED TOP 20 MINtil't CLOSE WINDOW Date Last Edited : Wed Oct 15 10:55:07 2003 Transit - Home 1 Metrobus I Metrorail J Metromover j_Special Services !About Us 1 Trip Planner I Press Releases 1 Publications Contact Us Home I Using Our Site 1 About 1 Phone Director ( Privacy I Disclaimer E-mail your comments, questions and suggestions to Webmaster Web Site © 2003 Miami -Dade County. All rights reserved. i • 0 Ridership Data • I I� I I I I I i i• i Summary Route NB/EB SB/WB Average Ridership Average Capacity Average Ridership Average Capacity Route 3 26 53 28 55 Biscayne Max (Route 93) 21 63 19 61 Route 62 5 60 8 60 Route T 20 55 21 55 Route 36 7 58 9 58 Route 16 29 59 10 60 I Route 3 Day Date Time Number of Passengers Direction Seats Standees Capacity Monday 3/10/2003 1738 43 SB 43 20 63 Wednesday 9/11/2002 1656 34 SB 38 15 53 Saturday 3/30/2002 1852 32 SB 38 15 53 Thursday 6/6/2002 1740 21 SB 38 15 53 Tuesday 7/16/2002 1730 14 SB 38 15 53 Tuesday 7/16/2002 1800 15 NB 38 15 53 Sunday 9/15/2002 1641 24 SB 38 15 53 Sunday 9/15/2002 1719 31 NB 38 15 53 Thursday 6/27/2002 1606 32 NB 38 15 53 Average Per Direction Ridership Capacity NB 26 53 SB 28 55 i i i i I I I I I I• I I Route 16 Day Date Time Number of Passengers Direction Seats Standees Capacity Saturday 1/11/2003 1613 6 SB 38 15 53 Saturday 1/11/2003 1628 41 NB 38 15 53 Wednesday 6/4/2003 1610 25 NB 43 20 63 Wednesday 6/4/2003 1758 10 SB 43 20 63 Sunday 3/9/2003 1653 13 SB 43 20 63 Friday 1/3/2003 1636 7 SB 38 15 53 Sunday 3/8/2003 1629 15 SB 42 20 62 Sunday 3/8/2003 1706 33 NB 42 20 62 Sunday 1/27/2002 1718 9 SB 43 20 63 Saturday 7/20/2002 1613 12 SB 43 20 63 Saturday 7/20/2002 1653 16 NB 43 20 63 Wednesday 9/11/2002 1736 29 NB 38 15 53 Average Per Direction Ridership Capacity NB 29 59 SB 10 60 Route 36 Day Date Time Number of Passengers Direction Seats Standees Capacity Monday 3/8/2004 1624 9 WB 42 20 62 Wednesday 1/28/2004 1708 6 EB 42 20 62 Wednesday 1/28/2004 1742 26 WB 42 20 62 Sunday 11/9/2003 1639 6 WB 38 15 53 Sunday 11/9/2003 1751 1 EB 38 15 53 Thursday 10/16/2003 1704 20 E13 38 15 53 Thursday 10/16/2003 1730 6 WB 38 15 53 Friday 10/17/2003 1640 5 EB 42 20 62 Friday 10/17/2003 1709 3 WB 42 20 62 Sunday 6/1/2003 1607 4 WB 38 15 53 Sunday 6/1/2003 1721 1 EB 38 15 53 Tuesday 3/11/2003 1709 7 EB 43 20 63 Average Per Direction Ridership Capacity EB 7 58 WB 9 58 i I• Route 62 Day Date Time Number of Passengers Direction Seats Standees Capacity Tuesday 2/17/2004 1618 21 EB 42 20 62 Tuesday 2/17/2004 1644 6 WB 42 20 62 Tuesday 2/17/2004 1753 6 EB 42 20 62 Tuesday 9/23/2003 1612 1 EB 38 15 53 Tuesday 9/23/2003 1633 12 WB 38 15 53 Tuesday 9/23/2003 1751 7 EB 38 15 53 Monday 9/8/2003 1722 2 EB 38 15 53 Monday 9/8/2003 1746 2 WB 38 15 53 Thursday 6/19/2003 1708 3 EB 43 20 63 Thursday 6/19/2003 1734 5 WB 43 20 63 Tuesday 6/17/2003 1615 10 WB 43 20 63 Tuesday 6/17/2003 1751 4 EB 43 20 63 Thursday 5/1/2003 1723 3 EB 42 20 62 Thursday 5/1/2003 1601 2 EB 43 20 63 Thursday 5/1/2003 17I4 5 EB 43 20 63 Thursday 5/1/2003 1738 13 WB 43 20 63 Average Per Direction Ridership Capacity EB 5 60 WB 8 60 I I I i i10 i i i i i Biscayne Max (Route 93) Day Date Time Number of Passengers Direction Seats Standees Capacity Wednesday 9/17/2003 1600 14 SB 42 20 62 Wednesday 9/17/2003 1632 22 NB 42 20 62 Tuesday 3/18/2003 1641 18 SB 38 15 53 Wednesday 6/11/2003 1600 39 NB 43 20 63 Wednesday 6/11/2003 1728 17 SB 43 20 63 Friday 12/27/2002 1603 6 NB 42 20 62 Friday 12/27/2002 1747 17 SB 42 20 62 Thursday 12/5/2002 1631 16 NB 43 20 63 Thursday 12/5/2002 1800 21 SB 43 20 63 Monday 4/15/2002 1733 27 SB 43 20 63 Average Per Direction Ridership Capacity NB 21 63 S13 19 61 1 lo 1 1 1 1 1 1 1 10 Route T Day Date Time Number of Passengers Direction Seats Standees Capacity Sunday 12/29/2002 1617 21 SB 38 15 53 Tuesday 8/13/2002 1619 18 NB 38 15 53 Tuesday 8/13/2002 1756 10 SB 38 15 53 Saturday 8/2/2003 1649 13 SB 38 15 53 Saturday 8/2/2003 1723 18 NB 38 15 53 Thursday 4/10/2003 1619 18 SB 43 20 63 Thursday 4/10/2003 1701 12 NB 43 20 63 Wednesday 4/9/2003 1643 37 SB 38 15 53 Wednesday 4/9/2003 1718 21 NB 38 15 53 Monday 8/12/2002 1727 33 NB 38 15 53 Monday 7/15/2002 1623 29 S13 38 15 53 Average Per Direction Ridership Capacity NB 20 55 SB 21 55 • � APPENDIX D: Existing Conditions (2005) SYNCHRO 6.0 Outputs • • • • Miami -Dade County Public Works Department Existing Timing Plans • • • 2417 US 1 & NE 29 TIME PT OFF NSG G MIN: 20 0 11 75 61 1 15 21 0 30 1 115 23 0 30 1 500 19 0 30 1 545 1 75 61 1 615 2 70 63 1 745 12 86 59 1 845 16 98 84 1 1200 17 103 82 1 1345 10 103 82 1 1545 9 101 90 1 1630 18 101 90 1 1800 3 76 61 1 1900 1 75 61 1 2130 11 75 61 1 ENTER NEXT PAGE # ST Y 4 4 4 4 4 4 4 4 4 4 4 4 4 (1 2417N2418.txt TIMING FOR DAY # 2 (SECTION 3) R EWP Y R S Y 14 1 18 4 1 1 14 4 1 1 14 4 1 1 14 4 1 1 18 4 1 1 16 4 1 1 20 4 1 1 15 4 1 1 17 4 1 1 17 4 1 1 14 4 1 1 14 4 1 1 18 4 1 1 18 4 1 1 18 4 1 DIGIT), DAY # (2 DIGIT,99=HELP) OR ASSET 2418 NE 2 AVE & 29 ST TIMING FOR DAY # 2 (SECTION TIME PT OFF NSG G Y R XW F WG Y R EG G G Y R MIN: 20 16 10 8 TIME PT OFF NSWFYRWWEGYREWEGYR MIN: * 7 14 13 1 12 1 011 0*914 4 2 413 1 4 1 412 1 4 1 1521 0*914 4 2 413 1 4 1 412 1 4 1 11523 0*814 4 2 413 1 4 1 412 1 4 1 500 19 0* 8 14 4 2 4 13 1 4 1 4 12 1 4 1 545 1 0* 9 14 4 2 4 13 1 4 1 4 12 1 4 1 615 2 0*14 14 4 2 4 13 1 4 1 4 12 1 4 1 745 12 0 38 1 4 2 7 16 12 4 1 1 1 8 4 1 845 16 0*26 14 4 2 4 13 4 4 1 4 12 9 4 1 1200 17 0*26 14 4 2 4 13 4 4 1 4 12 9 4 1 1345 10 0 40 1 4 2 7 16 20 4 1 1 1 22 4 1 1545 9 0*31 14 4 2 4 13 6 4 1 4 12 10 4 1 1630 18 0*31 14 4 2 4 13 8 4 1 4 12 12 4 1 1800 3 0*21 14 4 2 4 13 2 4 1 4 12 2 4 1 1900 1 0* 9 14 4 2 4 13 1 4 1 4 12 1 4 1 2130 11 0* 9 14 4 2 4 13 1 4 1 4 12 1 4 1 ENTER NEXT PAGE # (1 DIGIT), DAY # (2 DIGIT,99=HELP) OR ASSET # Page 1 M CYC PAGE 4 90EARLY NI 6 55NITE M2 6 55LATE NIG 6 55DAWN M2 90AVG M2 0 90PRE AM M 90AM PEAK 110MID MORN 110NOON M2 110AFT M1 0 115PRE PM P 115PM PEAK 90POST PM 90AVG M2 0 90EARLY NI # (4 DIGIT) 3) S Y M CYC S Y M CYC PAGE 4 7 74EARLY NI 7 74NITE M2 6 73LATE NIG 6 73DAWN M2 7 74AVG M2 0 7 79PRE AM M 10 7 100AM PEAK 7 102MID MORN 7 102NOON M2 10 7 124AFT M1 0 7 110PRE PM P 7 114PM PEAK 7 88POST PM 7 74AVG M2 0 7 74EARLY NI (4 DIGIT) le 2005 P.M. Peak Hour Existing Timings 6 HCM Signalized Intersection Capacity Analysis 1: NE 29th St & Biscayne Blvd Platinum on the Bay 2005 PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1 14'I +I Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 Frt 0.97 0.99 1.00 0.99 1.00 0.99 Flt Protected 0.98 0.98 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1771 1807 1770 3518 1770 3508 Flt Permitted 0.74 0.66 0.22 1.00 0.16 1.00 Satd. Flow (perm) 1330 1219 410 3518 290 3508 Volume (vph) 73 60 36 67 66 7 66 1369 57 24 1082 69 Peak -hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0,98 0.98 0.98 Adj. Flow (vph) 74 61 37 68 67 7 67 1397 58 24 1104 70 RTOR Reduction (vph) 0 9 0 0 2 0 0 3 0 0 4 0 Lane Group Flow (vph) 0 163 0 0 140 0 67 1452 0 24 1170 0 Turn Type Perm Perm Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Actuated Green, G (s) 14.0 14.0 91.0 91.0 91.0 91.0 Effective Green, g (s) 15.0 15.0 92.0 92.0 92.0 92.0 Actuated g/C Ratio 0.13 0.13 0.80 0.80 0.80 0.80 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 173 159 328 2814 232 2806 v/s Ratio Prot c0.41 0.33 v/s Ratio Perm c0.13 0.12 0.16 0.08 v/c Ratio 0.94 0.88 0.20 0.52 0.10 0.42 Uniform Delay, di 49.6 49.1 2.7 3.9 2.5 3.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 51.8 39.3 1.4 0.7 0.9 0.5 Delay (s) 101.4 88.4 4.2 4.6 3.4 3.9 Level of Service F F A A A A Approach Delay (s) 101.4 88.4 4.6 3.9 Approach LOS F F A A Intersection Summary HCM Average Control Delay 13.7 HCM Level of Service B HCM Volume to Capacity ratio 0.58 Actuated Cycle Length (s) 115.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 64.4% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Synchro 6 Report Page 1 Kimley-Horn and Associates, Inc. HCM Signalized Intersection Capacity Analysis Platinum on the Bay 2: NE 29th St & NE 2nd Avenue 2005 PM Peak Hour Movement Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Fit Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm vie Ratio Uniform Delay, di Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS EBL +4- 4\ EBT EBR WBL WBT WBR NBL 4 r 1900 1900 1900 1900 4.0 4.0 1.00 1.00 1.00 0.85 0.98 1.00 1817 1583 0.98 1.00 1817 1583 91 91 110 37 0.94 0.94 0.94 0.94 97 97 117 39 0 0 99 0 0 194 18 0 Split Perm Split 8 8 4 8 16.8 16.8 19.6 17.8 17.8 20.6 0.16 0.16 0.18 5.0 5.0 5.0 3.0 3.0 3.0 284 247 327 c0.11 c0.14 0.07 0.68 0.07 0.74 45.4 41.1 44.2 1.00 1.00 1.00 6.6 0.1 8.9 52.1 41.2 53.1 D D D 48,0 53.1 D D Intersection Summary HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 31.3 0.82 114.0 80.2% 15 4 1900 1900 1900 4.0 1.00 0.98 0.99 1808 0.99 1808 161 38 207 0.94 0.94 0.94 171 40 220 7 0 0 243 0 0 Perm 4 2 HCM Level of Service Sum of lost time (s) ICU Level of Service NBT NBR SBL 411) 1900 1900 1900 4.0 0.95 0.99 0.99 3481 0.74 2581 917 63 14 0.94 0.94 0.94 976 67 15 3 0 0 1260 0 0 Perm 2 61.6 63.6 0.56 6.0 3.0 1440 c0.49 0.88 21.8 1.00 7.7 29.5 C 29.5 C 12.0 6 SBT SBR 41+ 1900 1900 4.0 0.95 0.97 1.00 3423 0,89 3067 328 90 0.94 0.94 349 96 15 0 445 0 6 61.6 63.6 0.56 6.0 3.0 1711 0.15 0.26 13.0 1.00 0.4 13.4 B 13.4 B Synchro 6 Report Page 1 Kimley-Horn and Associates, Inc. HCM Unsignalized intersection Capacity Analysis Platinum on the Bay 6: Biscayne Blvd & 2005 PM Peak Hour 4_ t 4, Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 11 +I, Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Volume (veh/h) 31 10 49 11 3 32 48 1384 52 39 1086 49 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Hourly flow rate (vph) 32 10 51 11 3 33 50 1442 54 41 1131 51 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 1 1 Upstream signal (ft) 382 pX, platoon unblocked vC, conflicting volume 2094 2834 591 2272 2832 748 1182 1496 vC1, stage 1 conf vol 1238 1238 1569 1569 vC2, stage 2 conf vol 856 1596 703 1264 vCu, unblocked vol 2094 2834 591 2272 2832 748 1182 1496 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 67 86 89 84 96 91 91 91 cM capacity (veh/h) 97 73 450 74 80 355 586 445 Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 94 48 50 961 535 41 754 428 Volume Left 32 11 50 0 0 41 0 0 Volume Right 51 33 0 0 54 0 0 51 cSH 159 166 586 1700 1700 445 1700 1700 Volume to Capacity 0.59 0.29 0.09 0.57 0.31 0.09 0.44 0.25 Queue Length (ft) 78 28 7 0 0 7 0 0 Control Delay (s) 55.6 35.2 11.7 0.0 0.0 13.9 0.0 0.0 Lane LOS F E B B Approach Delay (s) 55.6 35.2 0.4 0.5 Approach LOS F E Intersection Summary Average Delay 2.8 Intersection Capacity Utilization 54.7% ICU Level of Service A Analysis Period (rein) 15 111) 1 Synchro 6 Report Page 1 Kimley-Horn and Associates, Inc. i APPENDIX E: Growth Trend Analyses V • • FDOT Historical Count Information i Print Date: April 19, 2004 County: 87 - DADE 5058 SR 5/US-1, 200' N NE 29 ST Florida Department of Transportation Transportation Statistics Office Historical AADT Report Year AADT Direction 1 Direction 2 I2002 C 38,500 N 19,000 S 19,500 2001 C 39,000 N 19,000 S 20,000 2000 C 42,500 N 23,000 S 19,500 I 1999 C 38,000 N 18,500 S 19,500 1998 C 41,000 N 21,500 S 19,500 1997 C 35,000 N 17,500 S 17,500 1996 C 39,500 N 23,500 S I6,000 I 1995 C 30,500 N 14,500 S 16,000 1994 C 35,500 N 17,000 S 18,500 1993 C 39,000 N 20,000 S 19,000 I 1992 C 35,500 N 0 S 0 1991 33,470 N 0 S 0 1990 31,754 N 0 S 0 I 1989 32,594 N 0 S 0 1988 31,272 N 0 S 0 1987 32,181 N 0 S 0 1986 36,425 N 0 S 0 1 1985 36,854 N 0 S 0 1976 29,670 N 0 S 0 1 1• 1 1 1 1 1 AADT Flags: C - Computed; E = Manual Estimate; F = First Year Est; S = Second Year Est; T = Third Year Est; X = Unknown i Print Date: April 19, 2004 County: 87 - DADE 0143 1 Florida Depai Ei ient of Transportation Transportation Statistics Office Historical AADT Report SR 5/US-1, 200' S NE 36 ST Year AADT Direction 1 Direction 2 2002 C 46,500 N 22,500 S 24,000 2001 C 39,500 N 19,500 S 20,000 2000 C 47,000 N 24,000 S 23,000 1999 C 40,000 N 22,500 S 17,500 1998 C 47,000 N 24,000 S 23,000 1997 C 38,500 N 19,000 S 19,500 1996 C 35,000 N-16,000 S 19,000 1995 C 34,500 N 16,500 S I8,000 1994 C 40,500 N 20,000 S 20,500 1993 C 41,000 N 21,500 S 19,500 1992 C 38,000 N 0 S 0 1991 36,330 N 0 S 0 1990 34,615 N 0 S 0 1989 39,580 N 0 S 0 1988 35,420 N 0 S 0 1987 36,371 N 0 S 0 1986 36,604 N 0 S 0 1985 34,067 N 0 S 0 1984 30,047 N 0 S 0 1983 31,810 N 0 S 0 1982 35,630 N 0 S 0 1981 37,135 N 0 S 0 1980 35,927 N 0 S 0 1979 35,203 N .0 S 0 1978 35,121 N 0 S 0 1977 27,090 N 0 S 0 1976 28,598 N 0 S 0 1974 27,190 N 0 S 0 1973 29,291 N 0 S 0 1972 27,691 N 0 S 0 1971 30,967 N 0 S 0 1970 24,942 N 0 S 0 i AADT Flags: C = Computed; E = Manual Estimate; F = First Year Est; S = Second Year Est; T = Third Year Est; X = Unknown I Print Date: April 19, 2004 Florida Department of Transportation Transportation Statistics Office Historical AADT Report County: 87 DADE Ilite 5056 SRS/US-1,200'NNE 19ST Year AADT Direction 1 Direction 2 I 2002 C 36,000 N 18,500 S 17,500 2001 C 37 500 N 19,000 S 18,500 2000 C 37,500 N 19,000 S 18,500 1999 C 35,500 N 18,000 S 17,500 1998 C 41,000 N 23,000 S 18,000 1997 C 34,000 N 17,500 S 16,500 1996 C 38,500 N •15,000 S 23,500 1995 C 29,500 N 14,500 S 15,000 1994 C 31,000 N 16,000 S 15,000 1993 C 37,000 N 19,000 S 18,000 I 1991 1992 C 34,000 N 0 S 0 33,484 N 0 S 0 1990 31,877 N 0 S 0 1989 38,882 N 0 S 0 It 1988 34,807 N 0 S 0 1987 33,938 N 0 S 0 1986 34,330 N 0 S 0 I 1985 34,286 N 0 S 0 1976 28,461 N 0 S 0 I AADT Flags: C = Computed; E = Manual Estimate; F = First Year Est; S 7 Second Year Est; T =Third Year Est; X = Unknown • TRAFFIC TRENDS Biscayne Boulevard (SR 5) -- SR 5/US 1, 200' N of NE 29th Street 45000 40000 35000 �? 30000 n 25000 1— 20000 - cis w 15000 - F > 10000 - 5000 - 0 1998 2003 2008 I I E1} 1 1 1 1 1! 1 1 1 1 4 2013 Year 2018 2023 County: Station #: Highway: **Annual Trend increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2002 to Design Year): Printed: ;Straight Line Growth Option -400 11.2% -0.99°/a -1.03% 19-Apr-04 Dade 87-5058 Biscayne Boulevard (SR 5) Year 1998 1999 2000 2001 2002 Traffic (ADT/AADT) Count* 41000 38000 42500 39000 38500 Trend** 40600 40200 39800 39400 39000 2006 Opening Year Trend .•: 2006 2007 N/A 37400 2007 Mid -Year Trend NIA 37000 2008 Design Year Trend 2008 NIA 36600 TRANPLAN Forecasts/Trends *Axle -Adjusted • • • TRAFFIC TRENDS Biscayne Boulevard (SR 5) -- SR 5/US 1, 200' S of NE 36th Street County: Station #: Highway: 50000 45000 ro 40000 t 35000 30000 v g 25000 ro 20000 C3 o, 15000 - F . 10000 5000 0 1998 2003 F l l a 2008 2013 Year I d I 4 I IF I 2018 2023 **Annual Trend increase: -150 Trend R-squared: 0.4% Trend Annual Historic Growth Rate: -0.34% Trend Growth Rate (2002 to Design Year): -0.34% Printed: 19-Apr-04 Straight Line Growth Option Dade 87-0143 Biscayne Boulevard (SR 5) Traffic (ADT/AADT) Year - Count* Trend** 1998 1999 2000 2001 2002 47000 40000 47000 39500 46500 44300 44200 44000 43900 43700 2003 Opening Yer r Trend 2006 N/A 43100 2007 Mid -Ye ar:Trend 2007 N/A 43000 2008 Design Year Trend 2008 N/A 42800 TRAMLAN Forecasts/Trends *Axle -Adjusted • • • TRAFFIC TRENDS Biscayne Boulevard (SR 5) -- SR 5/US 1, 200' N of NE 19th Street 0 35000 .'c 30000 ar c4 25000 2 20000 15000 rn 10000 ct 1998 2003 2008 2013 Year 2018 2023 County: Station #: Highway: **Annual Trend increase: Trend R»squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2002 to Design Year): Printed: -800' 34.6% -2.05% -2.23% 19-Apr-04 Straight Line Growth Option Dade 87-5056 Biscayne Boulevard (SR 5) Year Traffic (ADT/AADT) Count* Trend** 1998 41000 39100 1999 35500 38300 2000 37500 37500 2001 37500 36700 2002 36000 35900 2006 Opening Year Trend 2006 NIA 32700 2007 Mid -Year Trend 2007 N/A 31900 2008 Design Year Trend 2008 N/A 31100 TRANPLAN Forecasts/Trends *Axle -Adjusted • 0 APPENDIX F: Volume Development Worksheets 0 VOLUME DEVELOPMENT SHEET Biscayne Boulevard & NE 30th Street PM PEAK HOUR Description Biscayne Left Boulevard Southbound R,h€ Leis NE 30th Streel Westbound Right Biscayne Leff Boulevard Northbound Righi Left NE 30th Sheet Eastbound Right 'Moo111 Through Throe h Through 2005 Existing Traffic Peak Season Conversion Factor 2005 Peak Season Traffic Annual Growth Rate 38 1.03 1054 1.03 48 1.03 1 l 1.03 3 303 31 1.03 47 1.03 1344 1.03 50 1.03 30 1.03 10 1.03 48 1.03 39 1086 49 11 3 32 48 1384 52 3I 10 49 1.0% 1,0% 1,001 1.0% 1.0% 1.0% i .0% 1.0% 1.0% 1.0% 1.0% 1.0% Background Growth 2 44 2 0 0 1 2 56 2 1 0 2 Averoved Prciec1S 3100 Biscayne Boulevard 0 7 0 0 10 0 0 0 0 0 0 0 Avant Towers 0 0 0 0 0 0 0 0 0 0 0 0 Biscayne Park 0 0 0 0 0 0 0 0 Q 0 0 0 Blue Condominium 0 0 0 0 0 0 0 0 0 0 0 0 City 24 -_ „ Gallery Art Condominium 0 0 0 0 0 0 0 0 0 0 0 0 lee (Edgewater Tower) 0 0 0 0 0 0 0 0 0 0 0 0 Ice 2 -- .- Midtown Miami: (Parcel A) The Shops 0 0 0 0 0 0 0 0 0 0 0 0 Midtown Miami: (Parcel C+E) The Shops 0 0 0 0 0 0 0 0 0 0 0 0 Midtown Miami: (Parcel b) Mid -Block East 0 0 0 0 0 0 0 0 0 0 0 0 Midtown Miami: Four Midtown i(Parcel 4, Trar 0 0 0 0 0 0 0 0 0 0 0 0 Midtown Miami: Tfnee Midtown Miami(Parcel 3, Tr 0 D 0 0 0 0 0 0 0 0 0 0 Midtown Miami: Two Midtown Miami(Parcel 2,Trau 0 0 0 0 0 0 0 0 0 0 0 0 Moon Bay -- __ __ _ .., -- _ _ _- - _ — New Wave -- Onyx {Biscayne Bay Lofts) 0 0 0 0 0 0 0 0 0 0 0 0 Onyx 2 0 10 0 0 0 0 0 5 0 0 0 0 Rosabella Lofts (Edgewater Tower) 0 0 0 0 0 0 0 0 0 0 0 0 Sky Residence (34th Street Tower) 0 0 0 0 0 0 0 0 0 0 0 0 SoHo 0 0 0 0 0 0 0 0 0 0 0 0 SEar Lofts (Bay 25) 0 0 0 0 0 0 0 0 0 0 0 0 The Platinum Condominium 6 0 0 0 0 2 0 0 0 0 0 0 The Yorker -. -- _- -- _- _ -- -- -- _ __ Uptown Logs __ -- -- __-- --_ _ Biscayne Tower (Biscayne Plaza) -- -- -- — -- -- __ ._ _ - _ E]]ipse 0 0 0 0 0 0 0 0 0 0 0 0 Paramount at Edgewater Square 0 0 0 0 0 0 0 0 0 0 0 0 Quantum an the Bay(Metropolis) 0 0 0 0 0 0 0 0 0 0 0 0 The 1800 Club 0 0 0 0 0 0 0 0 0 0 0 0 Subwtaf 6 17 0 0 10 2 0 5 0 0 0 0 2009 Background Traffic 47 1147 51 11 13 35 50 1445 54 32 I 51 Project Traffic 0 4 0 0 0 0 0 3 0 0 0 0 2009 Total Traffic 47 1151 51 11 13 35 50 1448 S4 32 10 51 g. 1044313a?Plculoofr mnisibuc d 3001 1;272003 16.03 kinky -Horn and Associates, Inc. Copyright . 2004. Kuntay-Ham nnd5oewates, Inc VOLUME DEVELOPMENT SHEET Biscayne Boulevard & NE 29th Street PM PEAK HOUR Description Biscayne Left Boulevard S9uthbound Right Left NE 29th Street Westbound Right Biscayne Left Boulevard Northbound Right Lett NE 29th Street Eastbound Right Through Through Through Through 2005 Existing Traffic 23 1050 67 65 64 7 64 1329 55 71 58 35 Peak Season Conversion Factor 1.03 1.03 1,03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1_03 1.03 2005 Peak Season Traffic 24 1082 69 67 66 7 66 1369 57 73 60 36 Annual Growth Rate 1.0% 1.0% 1.0% I9% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1,0% I-0% Background Growth ..................................... o o O o 1 O o 0 0 0 0 1 1 0 0 0 coo 1 co 0 o 0 0 0 0 0 0 1,, O O O O O p o 1 1 O o 0 0 co 1 O Z, O O O J p 0 0 0 o 1 i 0 0 0 0 0 O 0 1 O O coo 0 0 0 co 0 0 O C C O O, O 0 10 0 0 0 0 0 [ O O O O O o 0 1 0 0 0 O 0 E O o 0 1 0 0 1 0 0 0 0 O C „ O O O 0 0 0 N 1 0 0 0 0 rrt O 0 0 0 1 0 0; 0 0 0 0 0 O, I O O O 0 O 0 r0 , 1 0 0 0 0 3 56 2 3 2 I Approved projects 3100Eiscayne Boulevard 0 0 0 0 0 0 Avant Towers 0 0 0 0 0 0 Biscayne Park 0 0 0 0 0 0 Blue Condominium 0 0 0 0 0 9 City 24 _. _ _- - _- -- Gallery An Condominium 4 7 0 0 0 7 Ice (Edgewater Tower) 0 0 0 0 0 0 ]ce 2 .- -. -- -- -- Midtown Miami: (Parcel A) The Shops 0 0 0 0 0 0 Midtown Miami: (Parcel C-1-E) The Shops 0 0 0 0 0 0 Midtown Miami, (Parcel D)Mid. Block East 0 0 0 0 0 0 Midtown Miami, Four Midtown Miami(Pareel 4, Tract F) 0 0 0 0 0 0 Midtown Miami: Three Midtown Miami(Parcel 3, Tract G) 0 0 0 0 0 0 Midtown Miami: Two Midtown Miami(Parcel2, Tract H) 0 0 0 0 0 0 Moon Bay _. -- -- -- _.. New Wave -- -_ -- -- ' Onyx (Biscayne Bay Laos) 0 0 0 0 0 0 Onyx 2 5 5 0 0 0 6 Robabella Lofts (Edgewater Tower) 0 0 0 0 0 0 Sky Residence (341h Street Tower) 0 0 0 0 0 0 Soldo 0 0 0 0 0 0 Star Lofts (Bay 25) 0 0 0 0 0 0 The Platinum Condominium 0 0 5 0 6 0 The Yorker -- -- _ -_ -- -- Uptown Lofts __ — -_ _ -- _ Biscayne. Tower (Biscayne Plaza) — -. -- -- -- -- Ellipse 0 0 0 0 0 0 Paramount at Edgewater Square 0 0 0 0 0 0 Quantum on the BaytMetropolis) 0 0 0 0 0 0 The 1800 Club 0 0 0 0 0 0 Subtotal 0 30 0 3 12 0 9 12 5 0 6 13 2009 Background Traffic 25 1156 72 73 81 7 78 1437 64 76 68 50 Project Traffic 4 0 0 2 10 3 0 0 3 0 1! 0 2009 Total Traffic 29 1156 72 75 91 10 78 1437 67 76 79 50 g. .0 0t.1O5O lcr'fanc.xlsjduc 629111 1272005 1 A_ 13 ❑�/� Kimley-Hom il• f....._] and Associates, Inc. Capp -iglu 2004, Ximfry-Hom and Assucimes. Ile. • i VOLUME DEVELOPMENT SHEET NE 2nd Avenue & NE 29th Street PM PEAK HOUR Description Left NE 2nd Avenue Southbound Right Left NE 29th Street Westbound Right Left NE 2nd Avenue Northbound Right Left NE 29th Street Eastbound Right Through Drools Throujh through 2005 Existing Traffic 14 318 87 36 156 37 201 890 61 88 88 107 Peak Season Conversion Facia( 1,03 1,03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 2005 Peak Season Traffic 14 328 90 37 161 38 2(17 9€7 63 91 91 110 Moral Growth Rate 1.078 1.0% 1.0% 3-0% 1.0% 1,0% i.0a/ 4.0% 1.03/4 4.0% 1.1f"/ 1.0% Background Growth 1 13 4 2 7 2 8 37 3 coo 0: i; 0 0 0 9 0 9 9; I 4,00090 E 9 0 1 0 0 9 U 4 9 0 0 0 I ( 00000*,01 0 0 0 0 9 0 F 0 V; 0 9 0 9 i. 0 0.09 ; 10 0 0 0 0 9 0 1 1 0 0 0 0 0 0 '1 9 w , 0 0 0 0 APProved Projects 3100 Biscayne Boulevard 0 8 14 0 0 0 0 13 0 Avant Towers 0 0 0 0 0 0 0 0 0. Biscayne Park 0 0 0 0 0 0 0 0 0 Blue Condominium 0 0 0 0 0 0 0 0 0 City 24 -- -- -- -- -- -- -- -- Gallery Art Condominium 0 5 0 0 1 3 4 0 0 Ire (Edgewater Tower) 0 0 0 0 0 0 0 1) 0 Ice 2 -- -- — -, -- -- -- — Midtowe Miami: (Parcel A) The Shops 0 0 0 0 0 0 0 0 0 Midtown Miami: (Parcel C+E) The Shops 0 0 0 0 0 0 0 0 0 Midtown Miami (Parcel D) Mid -Block East 0 0 0 0 0 0 0 0 0 Midtown Miami- Four Miclirnm Miarni(Parce14, Trai 0 0 0 0 0 0 0 0 0 Midtown Miami: Three Midtown Miami(Parcel 3, Ta 0 0 0 0 0 0 0 0 0 Midtown Miami: Two Midtown Miami(Parcel2, Tra[ 0 0 0 0 0 0 9 0 0 Moon Bay -- — -- -- New Wave -- -- -- -- ..- __ -- — Onyz (Biscayne Bay Lofts) 0 0 0 0 0 0 0 0 0 Onyx 2 4 0 0 0 3 2 0 0 0 Rosabella Lofts (Edgewater Tower) 0 0 0 0 0 0 0 0 0 Sky Residence (34th Street Tower) 0 0 0 0 0 0 0 0 0 Sotto 0 0 0 0 0 0 0 0 0 Star Lofts (Bay 25) 0 0 0 0 0 0 0 0 0 The Platinum Condominium 0 0 0 0 0 0 0 0 0 The Yorker -- -- -- -- -- -- — — -- Uptown Lofts -- — -- -- -- — -- -- -- Biscayne Tower (Biscayne Plaza) -- -- -- ._ — _- -. -. -- Ellipse 0 0 0 0 0 0 0 0 0 Paramount at Edgewater Square 0 9 0 0 0 0 0 0 0 Quantum on the Day(Metropolis) 0 0 0 0 0 0 0 0 0 The 1800 Club 0 0 0 0 0 0 0 0 0 .Subtotal 4 13 14 0 4 5 4 13 0 17 13 3 2009 Background Traffic 19 354 108 39 172 45 219 967 66 112 108 117 Project Traffic 2 0 0 4 5 1 0 0 4 0 5 0 2009 Total- Traffic 21 354 108 43 177 46 219 967 70 112 113 117 g"n+481J009,salrsOnaz1512nd & 29rh 1,222905 19:03 ❑ —� Kimiey-Horn and Associates, Inc. Copyright "55 2094, Yiml¢y-17k R5d Associa01. Inc Person Trips in Corridors Approved Projects 3100 Biscayne Boulevard Avant Towers Biscayne Park Blue Condominium City 24 Gallery Art Condominium Ice (Edgewater Tower) Ice 2 Midtown Miami: (Parcel A) The Shops -North Block Midtown Miami: (Parcel C) The Shops -Mid Block West Midtown Miami: (Parcel D) Mid -Block East Midtown Miami: Four Midtown Miami(Parcel 4, Tract F) Midtown Miami: Three Midtown Miami(Parcel 3, Tract G) Midtown Miami: Two Midtown Miami(Parcel 2, Tract H) Moon Bay New Wave Onyx (Biscayne Bay Lofts) Onyx 2 Rosabella Lofts (Edgewater Tower) Sky Residence (34th Street Tower) SoHo Star Lofts (Bay 25) The Platinum Condominium The Yorker Uptown Lofts Biscayne Tower (Biscayne Plaza) Ellipse Paramount at Edgewater Square Quantum on the Bay(Metropolis) The 1800 Club Total: Biscayne Blvd NE 29th Street NB SB WB EB 13 17 14 22 11 8 0 0 23 23 0 0 0 0 0 0 8 14 10 6 7 26 0 0 0 0 75 75 0 0 31 29 0 0 41 35 0 0 38 38 0 0 32 32 0 0 30 30 0 0 0 0 10 20 5 6 7 26 0 0 7 5 0 0 3 5 3 6 13 11 0 0 7 7 3 6 14 18 0 0 41 55 26 30 58 77 0 0 76 82 0 0 298 394 308 315 • • APPENDIX G: Cardinal Trip Distribution • i• I I I I I I I I till Miami -Dade Interim 2005 Cost Feasible Plan ORIGIN ZONE DIRECTIONAL DISTRIBUTION SUMMARY CARDINAL DIRECTIONS I TOTAL j NNE ENE ESE SSE SSW WSW WNW NNW 496 TRIPS 129 41 46 111 144 155 117 89 832 PERCENT 15.50 4.93 5.53 13.34 17.31 18.63 14.06 10.70 497 TRIPS 161 64 55 123 193 198 146 136 1076 PERCENT 14.96 5.95 5.11 11.43 17.94 18.40 13.57 12.64 498 TRIPS 638 658 345 853 1426 924 576 607 6027 PERCENT 10.59 10.92 5.72 14.15 23.66 15.33 9.56 10.07 499 TRIPS 225 93 79 191 331 303 202 247 1671 PERCENT 13.46 5.57 4.73 11.43 19.81 18.13 12.09 14.78 500 TRIPS 678 183 300 780 850 1284 624 649 5348 PERCENT 12.68 3.42 5.61 14.58 15.89 24.01 11.67 12.14 501 TRIPS 389 164 142 317 355 633 386 402 2788 PERCENT 13.95 5.88 5.09 11.37 12.73 22.70 13.85 14.42 502 TRIPS 344 150 116 244 291 613 325 386 2469 PERCENT 13.93 6.08 4.70 9.88 11.79 24.83 13.16 15.63 503 TRIPS 1343 521 570 957 1490 2194 1403 1706 10184 PERCENT 13.19 5.12 5.60 9.40 14.63 21.54 13.78 16.75 am4111i 504 TRIPS 617 222 274 229 1153 1292 716 894 5397 PERCENT 11.43 4.11 5.08 4.24 21.36 23.94 13.27 16.56 505 TRIPS 934 380 570 400 2148 2499 1567 1502 10000 PERCENT 9.34 3.80 5.70 4.00 21.48 24.99 15.67 15.02 506 TRIPS 732 277 254 434 719 1304 893 909 5522 PERCENT 13.26 5.02 4.60 7.86 13.02 23.61 16.17 16.46 507 TRIPS 593 309 290 197 1085 1232 1107 927 5740 PERCENT 10.33 5.38 5.05 3.43 18.90 21.46 19.29 16.15 508 TRIPS 45 101 79 10 53 238 146 74 746 PERCENT 6.03 13.54 10.59 1.34 7.10 31.90 19.57 9.92 509 TRIPS 339 134 88 47 589 847 705 631 3380 PERCENT 10.03 3.96 2.60 1.39 17.43 25.06 20.86 18.67 510 TRIPS 18 23 10 3 17 73 54 44 242 PERCENT 7.44 9.50 4.13 1.24 7.02 30.17 22.31 18.18 34 - 1/18/05 I • • • APPENDIX H: Future Conditions (2009 With Project) SYNCHRO 6.0 Outputs HCM Signalized Intersection Capacity Analysis 1: NE 29th St & Biscayne Blvd } Movement EBL Lane Configurations Ideal Flow (vphpl) 1900 Total Lost time (s) Lane Util. Factor Frt Fit Protected Satd. Flow (prot) Fit Permitted Satd. Flow (perm) Volume (vph) 76 Peak -hour factor, PHF 0.98 Adj. Flow (vph) 78 RTOR Reduction (vph) 0 Lane Group Flow (vph) 0 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) Effective Green, g (s) Actuated gIC Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group I* EBT EBR WBL 4 1900 1900 1900 4.0 1.00 0.97 0.98 1769 0.70 1269 79 50 75 0.98 0.98 0.98 81 51 77 10 0 0 200 0 0 Perm 4 14.0 15.0 0.13 5.0 3.0 166 c0.17 1.20 50.0 1.00 134.6 184.6 F 184.6 F 26.5 0.65 115.0 69.1% 15 8 4- Platinum on the Bay 2009 PM Peak Hour - Existing Timings t WBT WBR NBL NBT NBR SBL SBT SBR tt '1 f t 1900 1900 1900 1900 1900 1900 1900 1900 4.0 4.0 4.0 4.0 4.0 1.00 1.00 0.95 1.00 0.95 0.99 1.00 0.99 1.00 0.99 0.98 0.95 1.00 0.95 1.00 1810 1770 3516 1770 3508 0,60 0.20 1.00 0.14 1.00 1117 373 3516 262 3508 91 10 78 1437 67 29 1156 72 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 93 10 80 1466 68 30 1180 73 2 0 0 3 0 0 4 0 178 0 80 1531 0 30 1249 0 Perm Perm 8 14.0 15.0 0.13 5.0 3.0 146 0.16 1.22 50.0 1.00 145.9 195.9 F 195.9 F 2 91.0 92.0 0.80 5.0 3.0 298 0.21 0.27 2.9 1,00 2.2 5.1 A HCM Level of Service Sum of lost time (s) ICU Level of Service IG:10448150001Calcs\Synchro\future - existing tirnings.sy7 i Kimley-Horn and Associates, Inc. 2 91.0 92.0 0.80 5.0 3.0 2813 c0.44 0.54 4.1 1.00 0.8 4.8 A 4.9 A C 8.0 C 6 91.0 92.0 0.80 5.0 3.0 210 0.11 0.14 2.6 1.00 1.4 4.0 A 6 91.0 92.0 0.80 5.0 3.0 2806 0.36 0.45 3.6 1.00 0.5 4.1 A 4.1 A Synchro 6 Report Page 1 • i 2. NE 29th St & NE 2nd Avenue HCM Signalized Intersection Capacity Analysis Platinum on the Bay 2009 PM Peak Hour - Existing Timings f Movement EBL Lane Configurations Ideal Flow (vphpl) 1900 Total Lost time (s) Lane Util. Factor Frt Fit Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Volume (vph) 112 Peak -hour factor, PHF 0.94 Adj. Flow (vph) 119 RTOR Reduction (vph) 0 Lane Group Flow (vph) 0 Turn Type Split Protected Phases 8 Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm vlc Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS intersection Summary HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) intersection Capacity Utilization Analysis Period (min) c Critical Lane Group - Tr EBT EBR WBL 4 r 1900 1900 1900 4.0 4.0 1.00 1.00 1.00 0.85 0.98 1.00 1817 1583 0.98 1.00 1817 1583 113 117 43 0.94 0.94 0.94 120 124 46 0 102 0 239 22 0 Perm Split 8 4 8 19.6 19.6 21.1 20.6 20.6 22.1 0.18 0.18 0.19 5.0 5.0 5.0 3.0 3.0 3.0 328 286 350 c0.13 c0.16 0.08 0.73 0.08 0.79 44.1 38.8 43.7 1.00 1.00 1.00 7.9 0.1 11.1 51.9 38.9 54.9 D D D 47.5 54,9 D D 49.0 0.92 114.0 88.8% 15 t p iv 4' WBT WBR NBL NBT NBR SBL SBT SBR 4) 1900 1900 1900 1900 4.0 1.00 0.98 0.99 1805 0.99 1805 177 46 219 0.94 0.94 0.94 188 49 233 7 0 0 276 0 0 Perm 2 4 HCM Level of Service Sum of lost time (s) ICU Level of Service 4 1900 4.0 0.95 0.99 0.99 3479 0.71 2486 967 0.94 1029 3 1333 2 57.3 59.3 0.52 6.0 3.0 1293 c0.54 1.03 27.4 1.00 33.3 60.7 E 60.7 E 1900 1900 1900 1900 4.0 0.95 0.97 1.00 3413 0.82 2812 70 21 354 108 0.94 0.94 0.94 0.94 74 22 377 115 0 0 19 0 0 0 495 0 Perm 12.0 6 6 57.3 59.3 0.52 6.0 3.0 1463 0.18 0.34 15.9 1.00 0.6 16.6 B 16.6 B G:10448150001Calcs\Synchrolfuture - existing timings.sy7 Kimley-Horn and Associates, Inc. Synchro 6 Report Page 2 Kimfey-Horn and Associates, Inc. HCM Unsignalized Intersection Capacity Analysis 6: Biscayne Blvd & Platinum on the Bay 2009 PM Peak Hour - Existing Timings Movement Lane Configurations Sign Control Grade Volume (veh/h) 32 Peak Hour Factor 0.96 Hourly flow rate (vph) 33 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) -� '' t 4 4' EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 40. Stop Stop Free Free 0% 0% 0% 0% 10 51 11 13 36 50 1448 54 47 1151 51 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 10 53 11 14 38 52 1508 56 49 1199 53 11 ft 114 Median type TWLTL TWLTL Median storage veh) 1 1 Upstream signal (ft) 382 pX, platoon unblocked vC, conflicting volume 2226 2992 626 2396 2991 782 1252 1565 vC1, stage 1 conf vol 1323 1323 1641 1641 vC2, stage 2 conf vol 903 1669 756 1350 vCu, unblocked vol 2226 2992 626 2396 2991 782 1252 1565 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 57 83 88 82 80 89 91 88 cM capacity (vehlh) 78 60 427 64 69 337 551 418 Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 97 62 52 1006 559 49 799 453 Volume Left 33 11 52 0 0 49 0 0 Volume Right 53 38 0 0 56 0 0 53 cSH 134 129 551 1700 1700 418 1700 1700 Volume to Capacity 0.73 0.49 0.09 0.59 0.33 0.12 0.47 0.27 Queue Length (ft) 104 56 8 0 0 10 0 0 Control Delay (s) 82.4 56.9 12.2 0.0 0.0 14.7 0.0 0.0 Lane LOS F F B B Approach Delay (s) 82.4 56.9 0.4 0.6 Approach LOS F F Intersection Summary Average Delay 4.2 Intersection Capacity Utilization 58.0% ICU Level of Service B Analysis Period (min) 15 G:10448150001Calcs\Synchrolfuture - existing timings.sy7 Synchro 6 Report Page 3