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HomeMy WebLinkAboutArticle III #3 - Traffic Impact Analysis Part III• Transit • EXISTING TRANSIT (BUS) VOLUME TO CAPACITY TRANSIT CORRIDOR TRANSIT ROUTE Additional Description 2004-2006 Peak Hr. Flaadway NUMBER OF TRANSIT VEHICLES IN PM PK HOUR TRANSIT VEHICLES NUMBER OF SEATS TRANSIT VEHICLE LOAD gg 160% CAPACITY ROUTE PM PEAK CAPACITY 2002 P14 Peak Volume 2004 PM Peak Volume Transit vlc S. Omni Ave 6 10 6 22 33 198 187 198 1.00 95 5 12 41 62 738 4 4 0.01 TOTAL 936 191 203 0.22 Btickeif Ave 24 15 4 41 62 246 90 96 0.38 48 30 2 22 33 88 14 15 0.23 B Bisc Max 15 4 41 82 246 76 81 0.33 TOTAL 312 90 96 0.31 Coral Wry 24 15 4 41 62 248 90 96 r a 0.39 TOTAL 246 90 96 0.39 SE/SW 7 St 8 20 3 41 62 185 342 363 1.87 8 Bisc Max 15 4 41 62 246 76 81 0.33 TOTAL 923 598 635 0.69 SEJSW8 St 6 0 10 8 22 33 198 3 3 wii 0.02 8 0 20 3 ' 41 62 185 342 383 1.97 TOTAL 383 345 366 0.56 4 Note: Capacities are in each direction. Ridership information obtained from Downtown DRI or Villa Magna MUSP. A two (2) percent growth per yew was added to the 2002 volume. EXISTING TRANSIT (Rail) VOLUME TO CAPACITY TRANSIT CORRIDOR TRANSIT ROUTE Additional Description 2004.2005 Peak Hr. Headway NUMBER OF TRANSIT VEHICLES IN PM PK HOUR TRANSIT VEHICLES NUMBER OF SEATS TRANSIT VEHICLE LOAD til 130% CAPACITY ROUTE PM PEAK CAPACITY 2002 PM Peak Volume 2004 PM Peak Volume Transit vie S. Allamf Ave MR Meto Rail 6 10 450 585 5850 553 587 0.10 MM Metro Mover 3 20 96 125 2496 164 174 0.07 TOTAL 8346 717 761 0.0$ Brickelf Ave MR Melo Rait 6 10 450 585 5850 276 293 0.05 MM Metro Mover 3 20 96 125 2496 164 174 0.07 TOTAL 8346 440 467 0.06 Coral Way N/A TOTAL SE/SW 7 St N/A TOTAL WSW 8 St N/A TOTAL Note: Capacities are in each direction. Ridership information obtained from Downtown DM or Villa Magna MUSP. A two (2) percent growth per year was added to the 2002 volume. • a, PALMETTO 5 ?ON 30 Si AIRPORT 1 9w ao Waal - OFr, Road SW SS NSW Oeire SW n Seer* 9u:nst ma.. 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Mint x rcw a2 sa LEIRTR IUN nw s• 9, FAI LINOT N M ORO saf12 AttAPATO N SAMtACUIPA • Nwto K ottani MAC CENTER ovFamNwous tOV RNMENr WREN i n swam i w 5 m a COCONUT COMM OOOCIASR&D Page Iotl http:lfwww.miamidade.govttransit/imagesAc-railmap.gif 9/10n004 Page 1 of 1 httpJ/www.miamidade.gov/transit!tmageslmover_map,gif 9/10/2004 • Paue2at"3 hip:/ treti•tv.miamidade.¢ovitraftsi€ downTown.nsp L)i 2004 • Mtatr11-Uade [.ounty - Frans Transit 5?arch Schedule l A M I• 0 A 0 4 TRANSIT INFORMATION: 305-770-3131 AOsiNnh Seib e1 SW 218 SE: SOS-891.3t31 TTY U$Na Vor 4881.8 rd nl naarnia. 305884-6530 Mond*Y-F iday. 6 a.m to 40 p t vw.3tmda, 9 cm. ie S R.n1 +nvwmw<n idada.9ev ROUTE 6 SCHEDULE Page 1 of I SERVICE: WEEKDAY DIRECTION: NORTHBOUND Grand Av & McFarlane Rd Coconut Grave Station SW 8 St & 32 Ave NW 7 St & 37 Ave INW 14 St & 22 Ave Flagler St & 22 Ave 8rickell Station SW 1 St & Miami Ave NW 29 St; & N MiarmI Ave NV ' 08:13AM 08:22AM 08:31AM 108:41AM 108:51AM 08:58AM 09:t0AM 09:18AM 09:28AM ! 0S 08:43AM 08:52AM 09:01AM 09:11AM 109:21AM 09:26AM 09:40AM 09:46AM 09:58AM i tt 1 09:13AM 09:22AM 109:31AM109:41AM 109:51AM 09:58AM 10:10AM f t0: t BAM 10:26AM C- 1 09:43AM 109:52AM 10:OIAM 10:11AM1 10:21AM 10:26AM 10:40AM 10:48AM 10:SMAM 1 10;13AM ] 10:22AM 10:31AM 10:41AM 1 10:51AM 10:56AM 1 t:1 OAM 11:18AM 11:26AM LI 11:13AM 111:22AM [11:31AM 111:41AM 1 t 1:51AM 11:S8AM 12:10PM 12:18PM 12:26PM IC 12:13PM EEO 12:31PM 112:41PM 01:4tPMM1O1:51PM1101:56PM LIZ:51PM 112:56PM 101:10PM 01:18PM 01:26PM E- 01:13PM j 01:22PM 01:31PM 102:10PM 102:18PM 02:26PM 11_2. 1 02:13PM 102:22PM 02:31PM 102:41PM 1^02:51PM 10z:56PM 103:10PM 03:18PM 03:26PM 1 fl 03:13PM 03:22PM 03:31PM 03:41PM 03:51PM 03:58PM ' • 10PM 104:18PM 04:26PM C 04:13PM 1104:22PM104:31PM 05:O1PM 05:31PM 04:41PM 104:51PM 04:56PM 105:10PM1105:18PM 05:26PM jE 1 04:43PM j104:52PM 05:1 1PM 05:21PM 05:28PM 105:40PM105:48PM1 05:58PM C 05:13PM 105:22PM 105:41PM 05:51PM [5:56PM 08:10PM108:18PM! 08:28PMjC CLOSE WINDOW httpJlwww.miamidade.gov/transithoutes/schedule.asp?R I=WEEKDAY%2O&R2=Northbo... 9/8/2004 • MIaml-uacte t:ounty - I rams€[ Transit 3earciE Schedule M I A %1 I - U A 0 8 TRANSIT INFORMATION: 305-770-3131 Raakir+d Sou" of SW 218 St__ 305-991-3E 9a T1Y Use's (tor CaaiAmrd of Imaging k 305-094-8930 Monday -Ridgy. 8 a,nt m 10 p.m. WMMMrnda. 9 a.m. fa $ pm wand manadadavre ROUTE 6 SCHEDULE SERVICE: WEEKDAY Page 1 of 1 DIRECTION: SOUTHBOUND NW 12 St & 19 Ave NW 29 St & 18 Ave NW 29 St ;& N Miami f Ave SW 1 St & Miarri Ave 1 8rickall Station Flag€ar St & 22 Ave NW 14 St & 22 Ave NW 7 St & 37 Av SW $ St C & 32 Ave , 08:07AM € 08:15AM [ 08:25AM 108:31AM 08:45AM 08:51AM 09:01AM 109:09AM i0- 08:32AM 08:37AM [08:45AM 08:55AM 09;01AM 09:15AM 109:21AM 09:31AM 09:39AM L 09:07AM f 09:15AM 109:25AM 109:31AM 09:45AM 09:51AM [10:01AM 110:09AM 11 09:37AM !09:45AM 09:55AM 10:01AM j 10:15AM 10:21AM 10:31AM 10:39AM 11 r10:37AM [ 10:4SAM 110:55AM 11:O1AM 1 TSAM 11t:21AM,r11:31AM 12:21PM 11:39AM E : 11:37AM 11:45AM 11:55AM 112:01PM[12:15PM 112:31PM 12:39PM t: . E 12:37PM 12:45PM 112:S5PM 01:01PM 01:15PM 101:21PM 01:31PM 01:39PM 0 01737PM i 01:45PM [01:55PM 02:01PM 02:15PM O2:?1PM 102:31PM 02:39PM g L02:37Ptvi [02:45PM 02:55PM .03:01PM103:1SPM F03:21PM 103:31PMI03:39PM 0: 1 03:37PM 03:45PM 103:S5PM 04:01PM 04:15PM 04:21PM [04:31PMI 04:39PM 0, 04:07PM 04:15PM 04:25PM 04:31 PM 1 04:45PM 04:51 PM]105:41 PM 05:09PM 0: 04:37PM I 04:45PM 1f 04:55PM 05:01 PM 05:15PM 05:21 PM I05:31 PM 05:39PMJ 0 0 05:07PM 05:15PM 05:25PM 05:31PMI05:45PMj05:5tPM 06:01PM 06:09PM p CLOSE 5vinOOW httpJfwww.miamidade.govltransi droutes/scheduie.asp?R 1- W EEKDAY%20&R2 =Southh0__. 9/5f2004 1 • • mlamt-arse t-otutty - transit Transit 32a;ch Schedule St 1 A M I• DADS TRANSIT INFORMATION: 305-7704131 Residents South of SW 219 Se 305 e91-313t rrY users (for d.arRkakd d h.e not JO-e54453a Mondarf 5day. 9 am 4e t0 g.m. Weekends. 9 ..m is 5 pink. wwontion da6._yev ROUTE 96 DOWNTOWN CIVIC CENTER SCHEDULE Page I of 2 SERVICE: WEEKDAY DIRECTION: SOUTHSOUND NW1671 St & 57 Ave Aventura Mall NE167 St & 15 Ave Mall NW183 St & N. Miami Ave Golden Glades Eartington Heights Station Veterans Hospital NW 38 East Dr NW41 st $ gT Ave NW 36 € St & S7 Ave J SE 1 St & 1 Ave - j 05:51AM 06:15AM 06:33AN 106 30AM ._I if ! CO6:15AM 1 06:20AM ;t08:38AM 166:00AM L : r : 06:25AM a 06:40AM : 1 : ; : If : �105:53AM 06:15AM { : 06:30AM : 06;48AM fr .- itr : f : toe:11AM I08:3SAM f - ] : ' : Jl06:53AM I f l:+s : I 107:03AM O8:26AM 106:50AM 07:05A MIMI : li : f 08:ZMAM 106:SOAM 07:03AM 07:18AM 07:33AM1 07:43AM1 L. : 07:OOAM : II07: A 06:4OAM 07:05AM —: I ; 07:23AM 08:41AM O7:OSAML .0725AM ; {f 1; : 8:33AM 08;5SAM 07:10ANtEa ,i07:28Ah : 06:51AM 107:15AM f f : /107:33AN f ®107:35AM 1 r A ��08:58AM 107:2OAM if 07:38AN : I : r : 1107:20AM f J 07:40AM lei : ( : 1' : 08:55AM r : : 101:25AM NEZZ 011111111 f : 1 I IF--11 € I II 1 It u http:l/www.miamidade.gay/transit/routes/schedule.asp3R I=W EEKOAY°%20&R2=SQuthbo... 918C2004 Miami -Dade County - Transit Page 2 of 2 E II : I : 107:25AMJ : I : 1 : [ I0T:43AW . 108:53AM 07: t 5AM 07:30AM 07:48AW . 07:a2AM I [ J07:50AM 07:35AM [ 7:5AAW �[077:1.1AAA J107:40AM 08:OOAM [ : . 1 : . 107:40AM [ : j ' : . I : 07:58AM 07:21AM 107:45AM 1 _ 08:03AW 07:20AM 07:50AM 08:08AM 0 Mil ?M . 07:31AM f7:55AM[ : Oa: 1SAMMa . . . 07:55AM 1 08;13AM (08:00AM 08:18AM EMIR ..! ( m3 F: _ = • .1111111 0823AN 0[ 108:10AM 08:28AM . 107:38AM 08:OOAM =iE 08:33AM 07:50AM : 120AM _ 108:38AM . [08:25AM [ 08:43AM . 08:06AM 08:30AM 08:48AW 108:38AMj [ 08:58AM .• 08:45AM 1 9:03AM 09:OOAM _ 918AM 09:30AM I 0948AM to:OOAM [ • 10:18APv • 1 o:3OAM 10:4eA�r i t 1:OOAM 11 t:18AM 11:30AM 11:48AM . 1 . 1T1 . 112:00PM - . . 1 [12:3oPMj : J 1 : . 1ot:o0PM [ J . : J [os:3oPM : O2:OOPM • l l02:30PM _ CLOSE- 'M NOOW http:fiwww.tniatnidade.gov(transittrouieslsehedule.asp?R 1=WEEK DA Y%20& R2= Southbo... 9/8/2004 • Miami -Dade County - Transit Page 1 of 2 Transit Schedule M t U A D 8 TRANSIT INFORMATION: 305-770-3131 R.sidonts South of SW 21S St: 305.69f •3131 ITT Users (for d.at0ard at notoin R 3OS-654-653O Mondry-P- 9.y. 9 a.m. to 10 p.m. Weekends, 9 axes to 5 p.m. mvwxrsanridsdt.gos ROUTE 95 DOWNTOWN CIVIC CENTER SCHEDULE SERVICE WEEKDAY DIRECTION: NORTHBOUND NE 36 St & Rise Blvd Omni Metro Mover Bus Terminal SE 8 St 8 BriCket! Ave DadeSk County Courtho NW 36 & 87 Ave NW 41 St & 97 Ave NW 36 St 8 East Dr Veterans Hospital Eartington Heights Station Golden Glades NW 1F St & N. Nam Ave 11004AM f 10:19AM 10:34AM 10:49AM t 1 04AM I11:3 RAM 11:34AM :I : : r f : 11:49AM 12:04PM : 1,: I : 12: t 9PM . 12:15PM 12 1PM I II 12:31PM 1 : : C - 12:49PM lig=�' 01:01PM I : 01:19PM I01:15PMI01:21PM : 01:31PM t, : : it : : 1 01:49PMI 01:45PM ��f 02:01PM �� : : 1Ir : : I 02:19PM f 02:15PM 0221PM 1 02:31PM f. 1 1 : f : I : f02:49PM1 02:45P141 f02:51PM f 03:01PM I : 1 : I 03:19PM) f : I : I : f --7.- I03:10PM [ 03:33PM 03:14PM �03:20PM rmtmlimmir M 1€ 103 32PM 03:40PM 04:03PM I• 03:27PM 03:45PM f : f : f I 04:08PM 03:47PM 04:05PM : I 04:28PM •I ` : I : I04:10PM I 04:33PM f I03:57PM I04:03PM I : r 04:15PM ( f : I 04:38PM L f•f = r: 04:22PM f : 04:45PM [ I if It If II I II I t- http:f/www.miamidade.gov/transitiroutes/scheduie.asp?R 1=W EEKDA Y%20&R2=Northbo__. 9/8/2004 • {ntamt-uaae t.ounty -transit Page 2 of 2 IO4:07PM 04:13PM I : II 04:25PM 1 (I : II : ( : : 104;48PM 05:02P . [04:17PM F 04:30PM : 04:53PM1F 04:58PM : 05:12P O4:17PM 04:23PM 1 O4;35PM �1 : : 1 04:22PM . I ( 04:35PM . 04:58PM 04:28PM : 04:40PM ( 105:03PM . 04 27PM 04:33PM 04:45PM �05:08PM1 04:37PM 04:5OPM 05:13PM : 1 = : 04:50PM 105:13PM 05:27P 434PM 04:4OPM Emir 44:52PM 05:15PM 04:37PM 04:43PM IIIIIIII 1 : 04:S5PM Ia5:18PM 104:42PM 04:48PM 05:00PM 1 [ 05:23PM 05:37P 104:47PM 04:53PM : d{ 05:05PM 105:28PM : : t = 1 05:05PM 05:28PM [05:42P Ll4:49PM 34:55PM 05:07PM _ 05:3OPM . I04:52PM {04:58PM L : O5:10PM 1 05:33PM105:47P 05:35PM105:49P 05:38PM L04:54PM 104:57PM t5:00PM 0 05:12PM 05:52P 05:03PM 105:15PM : 1 : [05:07P/4 05:20PM : : 05:43PM L : 05:O7PM 05:13PM 05:25PM : : 05:48PM1[ : 105:30PM 0S:53PM 1 j 05:03PM t05:13PM 05:28PM1 05:40PM [05:58PM 0B:12P 05:17PM 05:23PM 05:35PM ---:---' 1 05:58PM 106:12P 05:27PM 05:33PM 05:45PM r 1 08:08PM L 105:39PM OS:45PM ? 05:57PM : [ 08:05PM I08:28PM 108:40P 05:59PM 08:05PM 1 08:15PM 1 1 : 08:38PM 08:14PM 06:2OPMI[ : ; 06:30PM r--:---L : l : 1 : 06:53PM 1 I08:44PM 07:14PM 08:5OPM OT:OOPM �T 07:23PM (0720PM I : 07:30PM ( : 1 07:53PM l . r : : 1[08:12PM 1 : 08:35PM 1 : CLOS WINDOW http//www.miamidade_gov/transir/routes/schedule_asp?Ft I =W F EKDAY%20&R2—Northbo... 9/8/2004 ivniamt-E)aac Loewy - t ransu Page t of Transit Search Schedule ftwi MI A _M t• D A D 8 TRANSIT INFORMATION: 305-770-3131 Residany 9oudr of SW219 a: 3os-vi+-3+si rn' Uaan (for *IMAM of Miring 303454-9530 MaWaY-Friday, S *an. 10 SO pm, Ytrakands, 9 amp 5 9_91. way.nY.nkaaaa.ww ROUTE 24 SCHEDULE SERVICE: NEEKDAY DIRECTION: EASTBOUND SW 26 St & 137 Ave , SW 26 St & 122 Ave FIU Main Teal SW 24 S & 88 Ave SW 24 St & 87 Ave SW 24 St & 74 Ave Andalusia & LeJeune Rd SW 22 St & 27 Ave Vizcaya Station . 04:48AM 104:49AM 1 04:53AM 05:02AM 05:07AM105:15AM 05:16AM 05:19AM 1 05:23AM 1 05:32AM 105:37AM 05:45AM L 1 : J 05:34AM 05:43AM 05:48AM 05:58AM • 1 05:39AM 1 05:42AM I 05:46AM 105:55AM 1 08:02AM 108:1 IAM 05:34AM 1 05:38AM 105:46AM 1 05:55AM 05:59AM 1 08:10AM 06:17AM 08:28AM 1 08:08AM 06:14AM 108:25AM , 06:32AM 106:41AM I06:54AM 05:58AM 1 08:OOAM 06:09AM 06:21AM 08:27AM 08:38AM 08:45AM T I : 106:31AM 06:3SAM 06:41AM 06:52AM f :S9AM 07:09AM 1 08:20AM 08:24AM 108:33AM 08:45AM 06:51AM 07:0SAM € 07:14AM 107:24AMi1 • 06:54AM 07206AM 0720AM 0729AM107:39AM 06:42AM 08:48AM I06:55AM11 : 07:O8AM f 07:20AM 07:34AM 07:43AM 07:53AM I - 07:23AM 07:35AM 07:49AM 07:58AM 108:08AM 07:t0AM 07:15AM 07:25AM 07:38AM 07:50AM 08:04AM 08:13AM 08:23AM : 07:48AM1 07:53AM 08:05AM 08:19AM 08:28AM 108:38AM 07:40AM 1 07:45AM I07:SSAM 08:08AM 1 08:20AM 08:34AM 08:43AM I08:53AM 1 .. __ 11 08:18AM 08:23AM 08:35AM 08:49AM 08:58AM 109:08AM 109:23AM 08:10AM : 08:15AM — 08:25AM 03:38AM 08:50AM 09:04AM 09:13AM : 08:58AM 09:01AM 09:07AM 09:19AM 09:28AM 109:38AM 08:49AM 08:54AM 109:04AM 09:18AM 09:22AM 09:34AM 09:43AM 09:53AM 0 : 1 : 09:27AM ( 09:31AM 109:37AM 09:49AM 09:58AM 10:08AM l 09:21AM 0925AM 09:34AM . 109:46AM I.09:52AM 10:04AM ,10:13AM 10:23AM I � �I I I 1 I htip:f/www.miafnidade.govitransidroutesischedttle.asp?R I=W EEI(DAY%2b&R2—Eastbou... 9/8/2004 Miami -Dade County - Transi t Page 2 of 3 • II II = II09:57AM j 10:01AM II 10:07AM 110:19AM 10:28AM 10:38AM 109:51AM 09:55AM 10:04AM 1 : 10:16AM 1 10:22AM 10:34AM 10:43AM1 10:S3AMJ : [ : : 10:27AM [ 10:31AM 10:37AM 10:49AM 10:58AM 11:08AM 110:21AM 10:25AM j10:34AM 10:48AM J 10:52AM 11:04AM MEZI 11:23AM I = 1 10:57AM 11:01 AM 11:07AM OM ME=1 11:38AM [ 10:51AM 10:55AM 11:04AM 11:18AM f 11:22AM 11:34AM 1 t:43AM 11:53AM 1 11:27AM 11:31AM [ 11:37AM En= 11:58AM 12:08PMJ 11:21AM 11:25AM 11:48AM C11:52AM 12:04PM 12:13PM 12:23PM I 11:57AM 12:01 PM 12:07PM 12:19PM 11= /2:38PM 11:51AM 11:55AM 12:04PM 1 12:18PM 1 12:22PM 12:34PM 12:43PM 12:53PM I 1 1-1 12:27PM 12:31PM 12:37PM 12:49PM 12:58PM 01:08PM 12:21PM 1225PM 12:34PM 12:46PM [ 12:52PM 01:04PM 01:13PM I01:23PM 1 12:57PM 01:01PM 01:07PM 01:19PM 01:213PM 01:38PM 12:51PM 12:55PM 01:04PMEa 01:18PM 01:22PM 01:34PM 1 01:43PM I01:53PM 01.27PM 01:31PM 1 01:37PM 01:49PM 01:58PM IO2:08PMJ 101:21PM-' 01:25PM [01:34PM : 1I 01:48PM 01:52PM 02:04PM 02:13PM IO2:23PM . 1 01:57PM 102:01 PM 0207PM 02:19PM 02:28PM 10238PM 01:53PM 01:57PM 102:O6PM j 02:18PM 0224PM 02:38PM [02:45PM J02:55PM f : : 1C : 1102:30PM [ 02:34PM [ 02:40PM 02:52PM 03:01PM 103:10PM 0325PM 02:24PM 02:28PM 102:37PM 0 02:49PM 02:55PM 03:08PM 03:16PM 02:59PMI 03:04PM 03:10PM 03:23PM 03:31PM103:40PM 03:55PM 02:54PM1 02:58PM 03:07PM [03:19PM 03:25PM 03:38PM103:46PM 03:29PM 03:34PM 03:40PM 03:53PM f 04:01PM 04:10PM [ 03:24PM 03:28PM [03137PM 1 03:49PM 1 03:55PM 04:08PM 04:16PM [ti4:25PM : [03:59PM1[ 04:04PM 1 04:10PM 04:23PM 04:31PM 04:40PM [ 03:54PM 03:58PM ,I04:07PM 04:19PM 04:25PM j 04:38PM 04:48PM 04:S5PM . I [4J4:29PMi[ 94:34PM 04:40PM 04:53PM 05:01PM 05:10PM 04:24PM 04:28PM ; 04:37PM1 04:49PM 04:55PM 05:08PM 05:16PM1105:25PM1 04:39PM 04:43PM 05:13PM 104:52PM1 [0522P1v11 05:04PM 05:10PM 05:23PM 05:31 PM105:40PM 08:01PM 08:10PM 05:09PM 05:34PM 05:40PM 1 05:53PM 05:39PM 05:43PM 05:52PM 0 06:04PM 08:10PM 06:23PM 08:31PM 106:40PM 08:11PM 08:15PM 108.24PM 06:38PM 06:42PM 06:55PM 07:03PM 07:11PM 08:48PM 06:52PM 07:01PM 1 07:11PM 07:18PM 07:27PM 07:33PM 107:41PM [ 07:19PM 07:23PM 07.31PM 07:41PM 07:48PM 07:57PM 08:03PM I08:11PM 07:49PM I 07:53PM 08:01PM [ 08:11PM 08:16PM 08:27PM 08:33PM 108:41PM 08:19PM 1 08:23PM 08:31 PMI 08:41 PM 08:48PM 08:57PM 09:03PM 09:11PM 08:49PM 08:53PM 09101PM 09:11PM 09:16PM 09:27PM 09:33PM I09:41PM 09:23PM 09:27PM 09:3SPM 09:45PM 09:50PM 1 10:01PM 10:06PM 10:14PM L 09:57PM 10:01PM 110:09PM 10:18PM 10:22PM 10:31PM 10:36PM 10:44PM 110:57PM 11:01 PM 11:09PM 11:18PM J 1 t:22PM 11:31PM 11:36PM 11:44PM CLOSE WINDOW http:!/www.miamidade.gov/ttansit/routes/schedule.asp?R1=WEEKDAYY.20&R2=Eastbou_._ 9/8/2004 Miami -Dade County - Transit Page 3 of 3 http://www_miacnidarie.gov/transit/routes/sehedute.asp?it I =WEEKDAY%2O&R2=Eastbou.... 9/8/2004 Miami -Bade County - Transit Page I of 3 Transit Search Schedule M! A N!• U A U 8 TRANSIT INFORMATION: 305-770-3131 Residerib Sough of SW 215 St: 165-e91-3131 ITV Uwe 4ror dsstlmrd at hearing): 303854-6530 MondariPrlday. S Alit 10 10 P.m, We.kands, 9:in 1s 5 erF•. ROUTE 24 SCHEDULE SERVICE: WEEKDAY DIRECTION: WESTBOUND SW 1 St 8 1 Ave SW 13 St & 2 Ave Vizcaya Station SW 22 St & 27 Ave Coral Way & Leteune Rd SW 24 St & 74 Ave SW 24 St & 88 Ave FI U Main Terminal SW 28 122 P •• 04:41AM 04:45AMJ 0S:11AM 1L05:t5AM 1, : C J : 1 05:34AM [05:38AM]L 105:30AM 05:35AM 105:39AM 05:44AM 05:51AM 1 06:00AM 106:04AM L06:13AM J 06:21. 1i 06:25AM 06:3OAM . 1-06:00AM i 06:05AM 06:10AM 08:17AM 06:24AM 06:33AM 106:38AM [06:47AM 08:55 06:t5AM 06:22AM 08:27AM 06:34AM 06;41AM 08:SOAM 08:55AM 07:05AM 07:14 06:3OAM1 06:37AM 06:42AM 06:49AM 018.56AM 07:08AM I07:13AM 07:23AM 07:32 08:45AM 06:52AM 08:57AM, 07:05AM [07:14AM 07:26AM 107:31AM . 07:00AM 07:07AM 07:12AM 07:20AM 07;29AM 07:41AM 107:48AM 07:58AM 08:05 07:ISAM 0722AM 07:27AM 07:35AM 07:44AM 07:58AM 108:01AM . 07:30AM 07:37AM3 07:SOAM 07:59AM 08:12AM 08:17AM I08:27AM 08:36 07:45AM j 07:52AM 07:S7AM 08:08AM 08:15AM 08:28AM 08:33AM . 08:00AM 08:12AM 08.17AM. 08.28AM 08:35AM 08:48AM 08:53AM J09:03AM 09:12 08:15AM 08:27AM 08:41AM 08:5OAM 09:03AM 09:08AM . 08:30AM 08:42AM 08:47AM 08:56AM 09:OSAM 09:17AM 09:22AM 9:32AM 09:41. 08:45AM1 08:57AM •r:04AM 09;13AM 09:22AM 09:34AM 09:39AM . 09:00AMJJ 09:11AM 09:27AM 09:38AM 09:48AM 09:53AM J10:03AM 10:12. 0915AM 09:26AM 09:33AM:09:42AM 09:51AM 10:03AM 10:08AM . 09:30AM 09:41AM 09:48AM 1 Q9.57AM 10:O6AM 10:18AM 10:23AM 10:33AM [ 10:42 09:45AM 09:58AM 10:03AM! 10:12AM 10:21AM r10:33AM 10:38AM . [ I 1 http:/hvww.miamidade.3ovltransit/routes/scheduie.asIn 1=WEEKDAY%20&R.2=Westbou... 9/8/2004 Mtamr-Dade Cowry - 1 ransit Page 2 of 3 1 10:00AM I[ 10:11AM 1110:18AM 110:27AM 1 10:36AM 10:48AM 10:53AM 11:03AM 11:12 1 10:15A 111 10:26AM 10:33AM 10,42AM [ 10:5IAM 11:03AM 11:08AM 10:30AM 1 10:41AM 1[10:48AM 110.574M [ 11:08AM 11:18AM 111:23AM 11:33AM 11:42 10:45AM 1 10:56AM [11:03AM agraTEIMI REM 11:38AM [ 11:OOAM 11:11 AM-111:18AM nI 11:36AM i 11:53AM 12:03PM 12:12 111:15AM 1 11:26AM i(12 11:48AM 12:03PM 12.08PM . 11:30AM [ 11:41AM 12:O8PM 12:23PM 12:33PM[ 12:42 11:45AM 11:56AM 12:03PM-1 12:21PM 12;33PM 12:38PM , 112:00PM [ 12:11PM 12:18PM EIMUJIISMin =EMU 12:27PM 12:36PM 12:48PM 12:53PM 01:03PM 01:12 [12:15PM 12:28PM 12:51PM 01:03PM 101:08PM [12:30PM 1 12:41PM 01:06PM 01:16PM 01:23PM 01:33PM 01:42 112:45PM [ 12:58PM 01:03PM 01:12PM 01:21PM 01:33PM 01:38PM 01:OOPM 1 01:11PM [01:18P10101:27PM [01:38PM 01:48PM 01;53PM102:03PM 02:12 01:15PM 1 01:26PM [01:33PM[[01:42PM1 01:51PM 02:03PM 02:O8PM 01:3OPM 01:41PM 1:48P 1 001:57PM 2:06PM 02:18PM 02:23PM 102:33PM 0242 01:45PM 1 01:58PM 10203PM 02:12PM 02:21PM 02:33PM 0238PM , 02:00PM 1 02:11PM 10218PM 02:27PM 02:36PM 02:48PM 02:53PM 103:05PM] 03:14 02:1 SPM 02:26PM 10233PM [02:42PM 02:51 PM 03:05PM 03:11PM _ 02:30PM [ 02:41PM [02:48PM 02:57PM 03:08PM [ 03:20PM 03:26PM 03:38PM 03:47 02:45PM 02:56PM 103:03PM [03:13PM 03:22PM 1 03:36PM 03:42PM 11111.11 . [03:OOPM [ 03:11PM 103:15PM 103:25PM 03:40PM 03:34PM 03:48PM j 03:54PM 04:O6PM 04:15 03:15PM 03:26PM 03:30PM 03:49PM 1 04:05PM i[04:12PM 03:30PM 03:41PM 03:45PM 03:55PM 04:06PM 1 04:22PM 04:29PM104:41PM 04:50 03:45PM 1 03:56PM 104:OOPM1[04:10PM[ 04:21PM [ 04:37PM 04:44PM [ 04:00PM 1 04:11PM J04:15PM 04:25PM 04:36PM 1 04:52PM 04:59PM 05:11PM 05:20 04:15PM [ 04:28PM 04:30PM [04:40PM 104:51PM 1 05:0TPM 05:14PM 05:26PM . 04:30PM 04:41PM 04:45PMJ104:55PM 05:06PM 1 05:21PM [05:28PM 05:40PM 05:49 04:45PM 04:56PM [05:01PM [05:11PM [ 05:20PM 05:35PM 05:42PM 05:54PM 05:00PM j 05:1 OPM 05:15PM [05:25PMI 05:34PM [ 05:49PM 05:56PM 06:08PM] 06:17 05:15PM 05:25PM 05:30PM [05:40PM [ 05:49PM 1 06:04PM 08:11PM 06:23PM . 105:30PM . 05:4OPM =j1 05:55PM 1 06:04PM 08:19PM 08:26PM 06:38PM 06:47 05:45PM 05:55PM j+•.00PM 06:10PM108:19PM 06:34PM 08:41PM 08:53PM 07:02 06:00PM 06:10PM [06:15PM [06:25PM [ 06:34PM 06:49PM 06:56PM [07:O8PM 07:18 L06:30PM 08:40PM 106:45PM [06:55PM 1 07:04PM 07:1SPM 07:20PM [i17:30PM 07;38 07:00PMmm1f 07:O6PM 107:10PM 07:17PM [ 07:24PM 0T:35PM 07:4OPM 07:50PM 07:58 07:30PM 07:36PM 107:40PM 0T:47PM 07:54PM [08:05PM 08:10PM 08:20PM 08:28 08:00PM 08:08PM [08:10PMM)08:17PM 08:24PM [ 06:35PM 11.08:40PM [08:50PM 08:58 06:30PM [08:38PM 108:40PM [08:47PM 08:54PM [ 09:05PM 09:10PM 09:20PM 09:28 09:00PM 09:06PM 09:10PM 09:17PM 09:24PM [ 09:35PM 09:40PM 1 09:30PM 09:38PM [09:40PM 09:47PM 09154PM 1 10:05PM 10:09PM 10117PM 1 10:25 10:00PM 10:05PM [10:09PM[ 10:14PM [ 10:21PM 10:30PM 10:34PM 1 : 10:30PM 10:35PM 10:39PM 10:44PM 1 10:5tPM 11:OOPM 11.04PM 11:12PM [ 11:20 11:1OPM[ 11:15PM 11:19PM 11:3tPM 1 11:40PM 11:44PM [11:52PM[ 12:00. http://www.miamidade.govitransidrouteslschedule.asp?RI=WEEKDAY%20&R2=Wes boil... 9/8/2004 Mcamu-[lade County - l ransic Page 3 of 3 210AM 12:15AM II12 19AMJI12:24AMj[ 12:31AMJI 12:40AM II : II Il CLOSE WINDOW hap Jfwww.miamidade_govluansi droutestschedufe.asp?R I ----WEEK ©AY%24&R2= Westbou... 9/82004 Miami -Dade County - Transit Page 1 of 2 Transit 1 Schedule 11,111 11 1 A M t• D A D 8 TRANSIT INFORMATION: 305-770-3131 Residents Sow co swats sr.: 303. 31.3131 TTY Users (for deaf/turd othearagt: 305-654-8530 1Jonday-FAdr/. 8 ani to 10 pan, MUNtanas, S ism n 3 pro. wrrnunterniesdispor ROUTE 48 SCHEDULE SERVICE: WEEKDAY DIRECTION: NORTHBOUND South Mtarri Station University Station Douglas! Road Station Mercy Hospital SE 13 St & Bricked Ave SW 1 St 8 1 Ave NW 5 St & 4 Ave Santo Clara Static 05:05AM 05:12AM 5:25AM 05.38AM 05:49AM 05:55AM 58:01AM 08:10A 05:55AM 08:03AM 08:21AM] 06:37AM 06:SOAM 07:OOAM 1[07:06AM 07:15A 08:25AM 08:33AM 08:51AMj 7:07AM 07:20AM 07:30AM 1107:38AM 07:45A 106:55AM 07:03AM 107:21AM] 7:37AM1f 07:50AM 08:00AM 1-66:O8AM 08:15A 07:25AMJI07:33AM 07:55AM 08:03AM 07:51AM]f08:O7AM 08:20AM 08:30AM J08:38AM 08:45A ]l8:21AM 108:37AM 08:50AM J] 09:00AM [9:08AM 10,9:15A 08.25AM 08:33AM 08:51AM I09:07AM f 09:20AM 09:30AM 09:38AM 09:45A 08:55AM 09:03AM 09:21AM f 09:37AMJ 09:50AM 10:00AM 10:08AM 110:15A 09:58AM 10:04AM 10:22AMJ 10:38AM i 10:50AM 11:00AM 1 t:08AM j11:15A 10:58AM 11:04AM 11:22AM 111:38AM 11:50AM 12:OOPM 12:08PM 112:15P 11:58At4 ri2:04PM 112:22PM 12:38PM 12:50PM 01:OOPM 01:06PM 01:15P 12:58PM 01:O4PM 01:22P401:38PMil 01:50PM 02:OOPM 102:06PM 02:15P /01:56PM 02:04PM 102:22PM 102:38PM 02:50PM 03:00PM 03:06PM 03:15P 02:58PM 03:06PM 10322PM]O3:38PM 03:5OPM 04:00PM I04:08PM 04:15P 03:28PM 03:36PM 03:52P404:08PM 04:20PM 04:30PM 104:38PM 04:45P (03:58PM 04:O8PM 04:22PM mizz 04.50PM 05:00PM 05:06PMJO5:15P .28PM 04:38PM [04:52PM ]05:08PM 05:20PM f 05:30PM 105:38PM 0S:45P 104:58PM 05:08PM [05:22PM , 1 05:S0PM 08:00PM 106:06PM 06;15P 05:28PM 0S:38PM I05:52PM :u : . • 1 06:20PM J 06:30PM I08:38PM 08:45P 105:58PM 08:08PM 108:22PMIJ06:38PM]] 08:SOPM 1 07:00PM 07:OSPM 7:13P 06:30PME 08:38PM 08:54P/407:10PM 07:21PM 107:30PM 107:35PM :43P hdp:/lwww,miamidade.lgvv/uansitlr0utes/schedtde.asp?R1=WEEKDAY%2084R2=Nnnhbn_., 9/ai2004 • • Mtlami-iJade County - Transit Page 2 of 2 07:04PM' 07:t IPM 07:28PM 07:406lf 07:51PM CLOSE WINDOW 08:00PM 08:0SPM 108:13P httpJ/www.miamidade.govftransit/routes/schedule.asp7R1=WEEKDAY%208cR.' -Northbo... 9/8/2004 1 fnlamt-vane [.ounty - 1 rand[ Transit Search Schedule M I A Sl 1• D A D K TRANSIT INFORMATION: 305-7703131 Rook:fonts South of 3W RIe 311.3131 Try wars floc d.aiffard of hark* 305451-e530 Mond.Y•Frbat. a *.m, it, la pm. WYM1aWa, 9 am. of 5 pm. wfw_nianidad._q.r ROUTE 48 SCHEDULE Page 1 of 2 SERVICE: WEEKDAY DIRECTION: SOUTH BOLIND Santa Clara Station NW 5 St & 4 Ave SW 1 St & 1 Ave SE 13 St 8, Snaked Ave Mercy Hospital Douglas Road Station university Station Sault Miam Slatica 105:27AM 05.35AM 05:40AM 05:46AM [05:55AM 06:11AM 06:29AM 06:38A 105:SSAM 06:05AM 08:10AM [08:17AM 0$29AM 06:45AM 07:03AM 07:12A 06:25AM 06:35AM 06:40AM 06:47AM 06:59AM 07:15AM [97'33AM 07:42A 106:55AM 07:05AM 07:10AM 07:17AM 07:29AM 07:45AM 08:03AM 08;12A 10725AM 07.35AM 07:40AM 07:47AM 07:59AM 08:15AM 108:33AM 08:42A 107:55AM 108:05AM I-08:10AM 08:17AM 08:29AM 08:45AM I09:Q3AM 09:12A 108:25AM :35AM 08:40AM 08:47AM 08:59AM 09:15AM [09::33AM 09:42A 109:25AM 09:35AM 09:40AM 09:47AM 09:59AM 10:1 SAM f 10:32AM 10:41 A 10:25AM 10:35AM 10:40AM 10:47AM 10:59AM 11:15AM t 11:32AM ri1:41 A 112:41 P 11:25AM 11:35AM 11:40AM 11:4TAM 1,11:59AM 12:15PM 1 12:32PM 12:25PM 12:35PM 12:40PM 12:47PM LI2:59PM F01:ISPM I01:32PM 101:41P 01:25P14 01:35PM1 01:40PM 01:4TPM 01.59PM 02:15PM (02:32PM 102:41 P 02:25PM 12:35PM1102:40PM 02:47PM 02:59PM 103:16PM 03:35PM 103:47P 03:24PM rt;747471 03:40PM 03:48PM r •:00PM 04:17PM 104:36PM 104:48P 03:54PM r .05PM i 04:10PM 04:18PM • {04:30PM 04:47PM (05:06PM (05:13P 10424PM MMIZ ,rr s 1, 04:40PM 04:48PM -105:00PM 0517PM 05:38PM [05:48P 04:54PM 05:10PM 05:18PM 05:30PM (05:47PM 06:08PM 106:18P 05:24PM = 05:40PM 05:48PM 06:00PM 106:17PM (06:36PM [08:48P (05:54PM 106:05PM 06:10PM : 08:18PM 06:30PM f08:47PM 107:06PM :18P (06:24PM 08:35PM 06:40PM II 08:48PM 07:00PM 117:14PM I07:29PM 107:39P 07:26PM 7:35PM 07:40PM 07:47PM 07:56PM 08:10PM 108:25PM 3P http:i/www.miamidade.gov/transithou es/scheduie.asp?RI=WEEKDAY%20&R2=Southbo... 9/3/2004 i Pollan!' 4Jacte County - "Cransit Page 2 of 2 CLOSE ',MNDOW http://www.miamidade.gov/transit/routes/schedule.asp?R E =WEEKDAY%201R2=Southbo... 9/8/2004 mrami-uaae 1..ounty - transtt Page i or2 Transit Search Schedule IVO M 1 A M t• 11 A 9 tS TRANSIT INFORMATION: 305.770-3131 Raeidena South a! SW 216 St_ 205-691.3111 Try users trot ditottuorl or heer940: 305-654-e430 ManOaY-FrAar, 6 cm. 10 10 Am. WeplrendL 9 63,6 to S P.ot a orw.rnis id.d..2av ROUTE B SCHEDULE SERVICE: WEEKDAY DIRECTION: NORTHBOUND Cape FI. State Park Harbor Or & Mashta Or Miami Seaquarium Srickell Station SW 1 St & 1 Ave 06:23AM ! 08:34AM 06:44AM 06:52AM 06:44AM 08:56AM [07.06AM 07:14AM 07:00AM 1[ : 07:11AM 07:21AM 07:29AM 07:16AM [ 07:27AM 07:37AM 07:45AM 07:33AM r 07:44AM 07:54AM 08:02AM 07:43AM [ 07:56AM [08:08AM [08:14AM t 07:58AM [ 08:09AM 08: t9AM 08:27AM 08:10AM [ 08:21AM 08:31AM 08:39AM 08:22AM 1 08:33AM 08:43AM 08:51AM t 08:31AM 08:44AM r.:54AM.09:03AM 08:52AM 09:04AM 09:14AM 09:23AM 139:04AM [ : 0916AM 199:26AM 09:35AM 09:19AM [1 09:31AM 09:41AM 09:50AM 09:29AM t . 09:42AM 09:52AMJ[ 10:01AM 09:58AM [ f 10:10AM 10:20AM) 1029AM [10:27AM[ 10:40AM 110:50AM 10:59AM 10:58AM j 11:10AM 11:20AM 11:29AM 11:27AM [ 11:40AM [11:50AM 11:59AM 11:58AM I 12:11PM 12:23PM 12:32PM 12:27PMJ 12:41PM rt2:53PM 01:02PM 12:58PM [ : G 01:11PM 101:23PM [01:32PM 6ttp-l/www.miamidade_Ravirransitfroutes/schedule_asp7Rl=WEEKDAY%21AR2---No t680... 94/2004 yteame-Dade County - Transit Page 2 of 2 01:27PM [ OI:41PM 101:53PM 02:02PM [ 01:58PM 02:11PM 102:23PM 02:32PM --1 0212PM 02 28PM 102:38PM 02:47PM 102:28PM 02:41 PM 102:53PM 03:02PM 02:43PM ] 02:58PM /03:08PM 03:17PM 02:58PM [ 03:11PM [03:23PM 03:32PM 03:13PM 03:27PM 03:39PM 03:48PM 03:29PM 03:42PM 03:54PM 04:03PM 03:43PM E0 03:56PM 04:08PM 04:17PM 03:58PM 04:11PM 104:23PM 04:32PM . 04:12PM 04:28PM J 04:38PM 04:47PM 04:29PM J 04:42PM 104:54PM 05:03PM 04:43PM 04:56PM 05:08PM 05:17PM 04:59PM 05:12PM 105:24PM 05:33PM . 05:12PM 05:28PM n 05:47PM 05:43PM 05:56PM 8:08PM 06:1SPM _ 08:11PM 0623PM fQ6:33PM 08:40PM 08:25PM 08;36PM 08:48PM 06:53PMj . 07:02PM 07:14PM 07:24PM] 07:31PM-I 07:42PM 07:53PM 08:03PM 08:10PM 08:19PM [ 08:30PM 08:40PM 06:47PM 08:59PM _ r 09:10PM 09:19PM 09:25PM 09:38PM 1 09:48PM 09:5TPM 10:03PM tO:18PM 10:26PM 10:37PM 10:43PM 10:58PM 11:08PM 11:17PM 11:23PM 12:03AM I 12:13AM 12:22AM 12:28AM CLOSE V;N 001Pi htrp://www.m iamidade.govftcansi!/routeslschedufa.asp2R t=W EEKDA V%2O& R2=NorlbBo_.. 9/8/2004 Miami-1Jade County - "Transit Page 1 of 2 Transit Search Schedule N 1 A .M 1• R A D B TRANSIT INFORMATION: 305-770-3131 Rasdards Saudi of SW 216 St: 305491-3131 TTY Soma (far daa61#ard of haaendi: 3054544530 Monday-0May. 5 a.m. Sc €0 p.m. Woolard*. 9 a.m. m 5 p.m, www.mpmldada.goo ROUTE B SCHEDULE SERVICE: WEEKDAY DIRECTION: KEYBISCBOUND SW 1 St 8 1 Ave Brickatt Station Miami Seaquarium Harbor Dr & Mashta Dr Cape Ft. State Park 05:51AM 5:59AM 06:10AM 06:23AM 06:14AM 06:23AMj 08:34AM Q6:44AM . 06:27AM 06:36AM 08:47AM 07:00AM 06:40AM]08:49AM 107.03AM k 07:16AM 06:55AM 7:06AM • 07:20AM 07:33AM O7:O8AM 311= 07:33AM 07:43AM 07:20AM 07:3tAM 07:45AM 07:58AM 07:32AM 1 T:43AM 07:57AM 08:10AM 07:44AM 07:55AM 08:09AM 08:22AM 07:56AM 08:14AM 08:07AM 08:21AM 08:31AM 0825AM 08:39AM [08:52AM 08:26AM 08:37AM 08:51AM 09 04AM 1 08:43AM O8:S4AM 09:08AM 09:19AM 0&56AM 09:07AM 09:19AM 09:29AM 09:24AM I09:35AM 09:47AM f 09:58AM 09:54AM 1O:O5AM 10:17AM 10:2TAM 10:24AM t0:3SAM t0:47AM t0:58AM 10:54AM 11 1 I:OSAM 11:17AM 11:2TAM 11:24AM 1 t:35AM 11:47AM [ 1 t:58AM 11:540M 12:05PM 12:17PM 12.277M 12:24PM 12:47PM 12:58PM httpJfwww.miamidade.gov/transWroutes/schedule.asp?R I —W EEEKDAY%20&R2=KeyBisc... 9/8/2004 M1a1n!-llacle County - transit Page 2 of 2 12:54PM1101:05PM 01:17PM J 01:27PM O1:24PM 101:35PM 01:47PM j 01:58PM 01:39PM ' 1:50PM 02:02PM fO2:12PM 01:54PM `02:O5PM 02:17PM 02:28PM 02:09PM 10Z20PM 02:32PM 02:43PM 02:24PM 02:35PM 02:47PM 02:58PM 02:39PM 102:50PM 03:03PM O3:13PM 02:54PM 03:05PM 03:18PM k 03:29PM 03:09PM 03:19PM 03:32PM [ 03:43PM 03:24PM 03:34PM 03:47PM f 03:58PM 03:39PM 0349 04:O2PM 1 04:12PM 11111111 103:55PM 04:0 l-04:18PM [ : 04:29PM 1 04:09PM, 4:19PM -04:32PM I 04:43PM 04:25P0 I 04:48PM 04:59PM 0439PM.i 0519PM 1-- 05:O2PM 1 05:12PM 05:O9PM 05:32PM 05143PM 05:39PM - 0$:O2PM O6:11PM _ 05:55PMjt08:05PM f 08:15PM A : 06:25PM1 06:34PM 08:43PM 08:53PM J O7:O2PM 07:13PM 07:22PM O7:32PM I 07:42PM 07:50PM 07:59PM 08:09PM 08:19PM 08:3OPM 08:39PM t 08:49PM 08:59PM 09:10PM 109:18PM 09:28PM 1 09:38PM 09:50PM 09:58PM 10:08PM 1 10:18PM 10:30PM J10:38PM 10:48PM 1058PM 1 11:35PM L11:43PM L 11:53PM ! : j 12:O3AM CLOSE %,,/fNQQW http://www,tniamidade.gov/trattsiOroutes/schedule.asp?R i a W EEKDAY%20etR2=Key Bice... 9/8/2004 • mlaint-vane t_attnty - transit Transit Schedule Atig !!II ]I I A :M [• D A D S TRANSIT INFORMATION: 308-770-3131 Rsaadanh Saud d SW 218 St: 30548914131 TTY 1.3ar ra lfer daHRurd of hearing 30$.8548530 Mands1-Fr7Asy_ 8 am to 10 psn Woldeanda. 9 ant to vn w.m4midWa.gav ROUTE 8 SCHEDULE � f ✓lc� -7 1 Page l of 3 SERVICE: WEEKDAY DIRECTION: WESTBOUND SW 1 St & Miami Ave 105:26AM SW 1St & Miami Ave 05:30AM Stickel' Station 05:34AM SW 7 St & ' 12 Ave 05:40AMM SW 8 St & 27 Ave SW 8 St & 42 Ave SW 8 St & 57 Ave SW 8 St & 87 Ave SW 24 St & 82 Ave 05:46AM 05:51AM 05:55AM 08:07AM 05:41AM 05:45AM 05:49AM 05.55AM 06:03AM [06:10AM 08:15AM j 06:28AM 05:55AM 05:59AM 08:04AM 06:12AM 08:20AM 08:27AM 08:32AM I08:45AM] 106:15AM 06:20AM 06:25AM 08:33AM 06:41AM 06:48AM [08:53AM 07:05AM . 08:35AM 06:40AM 06:45AM 08:53AM 07:01AM 07:O8AM 07:13AM 07:25AM . 08:45AM 06:50AM 108:55AM 07:03AM ( 07:11 AM 07:18AM 07:23AM 07:38AM1 (08:55AM 07:05AM 07:00AM 07.05AM OT:13AM I07:21AM 07:28AM [07:33AM : ][07:46AMJ 07:10AM 07:15AMI 07:23AM 07:3IAM 07:38AM 07:43AM 07:S5AM . 07:15AMl[ 07:20AM 07:25AM 07:33AM 07:41AM ' 07.48AM 07:53AM 108:06AM 107:25AM 07:30AM 07:43AM 07:51AM 07:58AM 08:03AM 108:18AM 107:35AM 07:40AM [07:45AM 07:53AM 08:OIAM 08:08AM 08:13AM 08:25AM . 07:45AM 07:50AM 107:55AM 08:03AM 08:11AM 08.18AM 08:23AM 108:38AM 07:55AM 08:00AM r;:05AM 08:13AM 08:21AM L08:28AM. 08:33AM 08:46AM 08:05AM 08:10AM MII2= 08:23AM 08:31AMI 08:38AM 08:43AM 08:55AM f 1 108:15AM 08:20AM 10&25AM 0:35AM 08:33AM 08:41AM I08:48AM F08:53AM 09:07AM 1' 08:30AM 08:43AM 08:51AM 08:58AM 09:03AM 09:17AM 08:35AM 08.40AM 108:45AM 08:53AM 09:01AM I09:09AM 09:14AM 09:26AM 08:45AM 08:50AM I08:55AM 09:03AM 09:11AM 09:19AM 09:24AM 09:38AM 08:55AM 09:00AM 0:05AM 09:13AM 09:21AM 09:29AM 09:34AM 09:48AM ¶09:03AMJ 09:10AM K09:15AM 09/3AM 09:31AM 09:39AM 09:44AM 09:58AM [0S:15AM 09:20AM jI09:25AMJ 09:33AM 09:41AM 109:49AM 09:54AM '0 10:08AM f 1 1 I f httpflwww.miamidade.gov/transit/routes/schedule.asp?R I =WEEKDAY%n208&R2=W esthou... 91Sf2004 Miami -Dade County - Transit Page 2 of 3 109:25A1409:30AM 109:35AM11 09:43AM 1 09:51AM 09:59AM 1 10:04AM 1 1110:18AM 109:35AM 109:40AM 109:45AMj109:53AM 1 1501AM [10:09AM 10:14AM 10:26AM 11 105.50AM1109:55AM 110:04A410:08AAM1 10:16AM 110:24AM 110:29AM 1 10:56AM 110:43AM 110:05AM1110:10AM 10:15AM 1523AM 1110:31AM 10139AM 1 10:44AM 10:20AM 10:25AM 10:30AM 10:38AM 10:46AM 10:54AM 10:59AM 11:13AM [10:35AM1 10:40AM 10:45AM] 10:53AM 11:01AM 111:09AM 111:14AM 11:26AM 10.50AM 10:55AM 11:00AM11 11:08AM 11:16AM [11:24AM 11:29AM : 1111:43AM 11.05AM 111:20AM11 11:10AM 11:15AM 113=111:31AM 11:39AM 11:44AM 11:58AM 11:25AM 11:30AM 11:38AM11 11:48AM 1 11:54AM 11:59AM 1 : 12:13PM 11:35AM 11:40AM 11:45AM] 11:53AM 12:01PM 12:09PM 12:14PM 11 12:26PM 1 111:50AM 1 11:55AM 112:00PM 12:08PM 1224PM 1229PM 112:43PM 12:O5PM 12:10PM MEZI 1=1112:31P1's1T1239PM( 1244PM 1256PM 12:20PM . 1225PM 12:30PM] 12:38PM 12:48PM ! 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08:13PM 06:22PM 08:27PM 06:43PM 05:55PM 08:00PM 1106:08PM 106:15PM 0:23PM 1 06:32PM 08:37PM 06:53PM 08:05PM 1106:10PM 108:16PM 1 0625PM 11�06:33PMmm1 08:47PM 06:47PM 07:01 PM 08:15PM1108:20PM 06:28PM 08:35PM ! 06:43PM 06:52PM 108:57PM 107:13PM1 http://www.miamidade.gav/transit/routes/schedule.asp?R1=WEEKDAY%20&R2-Westbau... 9/8/2004 Mfam!-Dane (Aunty - 1 ianslt Page 3 of 3 106:25PM 06:30PM 1106:38PM1 06:45PM 06:53PM 07:02PM 07:07PM 1[07:18PM 06:35PM 06:40PM 06:46PM 06:55PM 07:03PM 07:10PM r07:15PM 07:25PM 106:45PMj 108:55PM 06:50PM 06:58PM 107:05PM 07:1 tPM 07:18PM 07:23PM I07:34PMJ 07:OOPM 07:06PM E07:13PM 07:19PM 07:28PM 07:31PM 107:42PM 07:11PM 07:15PMj07:21PM 07:28PM 07:34PM u 07:41PM 07:48PM 07:57PM 07:26PM 07:30PM 07:36PM 07:43PM j 07:49PM 07:58PM f 08:01PM 08:12PM [07:41PM 07:45PM 07:58PM 108:04PM 08:11PM 08:16PM 08:27PM1 07:56PM [08:00PM • ::06PM 08:13PM 08:19PM 08:28PM 08:31PM 08:42PM 08:26PM 08:30PM 08:38PMJ 08:43PM 08:49PM 08:56PM 1.09:01PM 09:11PM 06:56PM 09:00P1409:04PM 09:10PM 09:16PM 09:21PM 09:25PM _ [09:35PM 109:26PM 09:30PM 09:34PM 09:40PM 0946PM 1 09:51PM 09:55PM 10:05PM 10:06PM 10:10PM 10:14PM 10:20PM 10:28PM 10:31PM 10:35PM _ 110:45PM 11:06PM 11:10PM 11:14PM 11:20PM 11:26PM 11:31PM 11:35PM tt;45PM 12:08AM 12:10AM 12:14AM 12:20AM 12:26AM [ 12:35AM 12:45AM CLOSE WIND9w http t/www_miamidade.gov/transit/eoutesischeduie.asp?it 1=WEEKDAY%208a2=Westbou... 9/8/2004 • • Miami -Ode County - Transit Transit Search Schedule Mt A $ t• 0 A 0 It TRANSIT INFORMATION: 305-770-3131 Rooki4c a South W 919210 St: 305 a91.313I rTY Users 4far dnGhard or Mari ok 305.6545530 Merrdar.praa. 6 sin to I0 p.m 'A6sirendt. 9 Lox to 5 p.m. eww arnidedo.9ov ROUTE 8 SCHEDULE SERVICE: WEEKDAY Pagel of 3 DIRECTION: EASTBOUND Fitt Main Terminal SW2431Sw24St& & 88 Ave 87 Ave SW24StSW8St&ISW3St& & 82 Ave 87 Ave 57 Ave SWBst& 42 Ave SW8St&1sw8st& 27 Ave 12 Ave 04:40AM L______J 04:47AM 04:57AM 05:02AM 05:08AM 05:15AM 105:05AM [05:15AM : 105:26AM 05:31AM 05:37AM 05:44AM 1 1 05:14AM 05:22AM L : i , i : 1L5:29AM 105:39AM 05:44AM 05:50AM 06:00AM 105.34AM t 05:43AM 05:44AM [ 05:55AM 06:01AM 06:10AM 06:20AM 05:45AMI 1 : : 105:52AM': 08:O5AM 08:11AM 108:20AM 08:30AM 1i— : ; 05:59AM 08:01AM I [06:15AM 06:21AM 106:30AM 08:40AM 1 08:09AM 08:11AM I j[06:25AM] 06:31AM 06:40AM] 08:50AM 05:56AM 06:12AM t08122AM106:35AM 08:41AM 08:50AM 07:00AM FT-11 06:29AM [06:31AM f 06:45AM 06:51AM 07:00AM 07:10AM 06:28AM r I : 1 06:39AM 08:41AM I 108:5SAM 07:01AM 107:10AM 07:20AM 06:42AM . U : ( 08:52AM f 07:05AM 101:11AM 07:20AM 107:30AM 06:59AM r07:01AM 07:15AM IL07:21AM 07:30AM 07:40AM 05:56AM : j 07:09AM 1 07:11AM 1y07:25AM 07:31AM 07:40AM 07:S0AM 07:12AM I : : 07:22AM 107:35AM [07:41AM 07:50AMJ 08:00AM 1 07;29AM 07:31AM 107:45AM 107:51AM 08:00AM 08:10AM 07:26AM 07:39AM 07:41AM 107:55AM 1-08:01AM 08:10AM 08:20AM [07:42AM [ : [ : 11 : , 07:52AM Jj 08:05AM 08:11AM 08:20AM 08:30AM 0T:54AM 07:59AM I08:01AM [ 08:15AM [08:21AM 08.30AM 08:40AM [07:55AM 08:08AM 108:1047,1 : 108:24AM 108:30AM 08:39AM 08:49AM 08:10AM ( 1 0820AM 08:33AM 108:39AM 08:48AM 08:58AM 108:22AM 08:27AM 08:29AM 108:43AM l 08:49AM [ 08:58AM 09:08AM ( II 11 I 1 i http:Nwww.miamidade_govftransidroutesfschedule.asp?R I=WEEKDAY%20,$R2=Eastbou... 9W8/2004 • • Miami-)adc County - I ranslt Page 2 of 3 08:24AMI1 : iL 08:37AM I08:39AM II II 08:53AM II 08:59AM 11 09:O8AM [ 09:13AM 08:44AM]I I : L08:54AM 109:07AM [739:14AM 09:Z3AM 109:33AM [08:53AM 1 09:06AM 109:08A1M1f 1I 09-.22AM 109:29AM 1109:38AM 09:48AM 09:14AM : 09:24AM [ 09:37AM 1109:44AM 09:53AM { 1 O:O3AM [09:24AM : 09:36AM 09:38AM [ 1[ 09:52AM 09:59AM [ 10:O8AM 10:18AM 39:44AM 1 : [ : 09:54AM ? 10:07AM 10:14AM j[ 10:23AM 10:33AM 109:54AM 1 jI 10:08AM 110:08AM 110:22AM f 10:29AM 1 10:38AM 110:48AM 10:14AM 1 1110:24AM 110:37AM 10:44AM 1 10:53AM 111:03AM 10:24AM 1 : 10:38AM 10:38AM 1 1[10:52AM 10:59AM 1l 11:08AM 111:18AM 10:44AM1 [ : 1110:54AM 11:07AM [ 11:14AM 1 11:23AM 111:33AM I10:54AM : 1[11:06AM 11:08AM L : 111:22AM 11:29AM 11:38AM 111:48AM ME2ZZI,IIIIIIIII1 . 111;24AM [11:37AM 1111= MIDI 12:03PM a11:36AM 11:38AM 11:52AM 1 11:59AM 1 12:06PM 12:18PM -- : : 11:54AM 12:07PM [ 12:14PM MEM, 12:33PM 11:54AM 112:116PM �1[ [[112:08PM11 : 1 12-22PM 12:29PMJI T - yU 12:48PM 1 : 1 12:24PM 1 1237PM 12:44PM 12:53PM 01:03PM [1224PM 11 12:36PM 112:38PM 12:52PM 12:59PM 1 01:08PM 01:18PM [12:44PM i [ : 1 12:54PM 1 01:07PM 01:14PM 1 01:23PM 0t:33PM 01:06PM 01:08PM 1 1 01:22PM 01:29PM i 01:38PM 01:48PM 101:14PM1 1 01:24PM 01:37PM 01:44PM 11:53PM 02:03PM 101:24PM 01:38PM 01:38PM I 01:52PM 01:59PM O2O8PM1 02:18PM 01:44PM : _II I 01:54PM 02:07PM 02:14PM II 0223PM [02:33PM 01:53PM 02:05PM 02:07PM 1 : 02:21PM [02:28PM F[02:37PM 1 02:47PM 02:O8PM 1 I 02:18PM] 02:31PM 02:38PM II 0247PM 02:57PM I. 1 02:24PM [02:26PM [ j 02:40PM 02:47PM1 02:56PM 03:07PM 02:22PM 1 02:34PM IO2:36PM [ i 02:50PM 02:57PM 03:06PM 03:17PM 102:37PM 1 : [02:47PM 1 03:00PM 03:07PM 103:18PM 1 03:27PM rr tj1 1 02:54PM [002:56PM 1 1 03:10PM [03:t7PM [03:28PM�1 03:37PM [02:52PM 1 03:04PM 1 03:06PM 1 f 03:20PM 03:27PM 03:36PM 03:47PM [03:06PM 103:17PM ? 03.30PM 03:37PM 103:48PM 03:57PM 03724PM 03:26PM 1 1 03:40PM 03:47PM 1[03:58PM 04:07PM 03:22PM i 03:34PM 103:36PM 03:50PM 1 03:57PM 104:06PM 04:17PM 103:38PM 1 [ 03;47PM 1 04:00PM 04:07PM 10a:16PM 04:27PM 03:54PM [03:56PM 04:10PM 04:17PM 04:28PM 04:37PM 03:52PM 04:04PM 104:06PM 1 10420P1v1 04:27PM 104:36PM [04:47PM I04:06PM I 11 104:17PM 1 04:30PM 04:37PM [04:46PM 1 04:57PM [ 104:24PM 104:26PM 04:40PM 04:47PM [ 04:56PM 1 05:07PM 04:22PM 04:34PM [04:36PM 04:50PM 04:S7PM1 05:06PM I05:17PM 04:36PM 1 ,Ir^, : 104:47PM 1 05:00PM 05:07PM 1 05:16PM 1 05:27PM '® 04:MPM [04:56PM I 105:10PM 05:17PM 1105:26PM [05:37PM MEM 0 05:04PM 05106PM I 105:20PM 05:27PM 05:36PM 05:47PM 505:06PM F : 1 : [05:17PM 05:30PM 05:37PM 105:46PM1[ 05:57PM 105:12PM riiii4PM 0528PM11 05:40PM 05:471M 05:56PM 108:07PM http://www.miamidade_govltransit/routes/scheduiaasp7RE=W EEKDAY%20&R2=Eastbou._. 9/8/2004 mtami-uaac trounty - 1 ransrt Page 3 of 3 105:22PM 05:34PM I05:38PM I : 1[05:50PM I 05:57PM O8:06PMjI06:17PM [05:36PM : : [05:47PM 08:00PM 108:O7PM 08:16PM 11 08:27PM 05:42PM [ 05:54PM 1 05:58PM 1 : [ 06:10PM 08:17PM [ 06:26PM 108:37PM 08:01PM 08:13PM 06:15PM 08:29PM 08:36PM 06:45PM 11 06:56PM 08:24PM'— I 08:35PM 06:48PM t 08:55PM 07:04PM ( 07:12PM 08.38PMMINI 08:50PM 08:52PM 07:06PM 07:12PM 07:19PM (07:27PM 106:55PM 07:07PM 1107:09PM : 07:21PM 07:27PM 07:34PM 107:42PM 07:31PM1f : ] 07:40PM 07:51PM [07:57PM 08:04PMJ[08:12PM 08.34PM [08:42PM 07:57PM ] 08:07PM I08:09PM [ 08:21PM 08:27PM 08:32PM 08:42PM 108:44PM 08:56PM 09:02PM o9:0813109:15PM 09:38PM 109:45PM 09:08PM 09:15PM 1 09:16PM 09:27PM l09:32PM 10:08PM 1 10:15PM 10:18PM 10:27PM 10:32PM 10:38PM 110:45PM 11:06PM 11:15PM J 11:18PM 1 11:27PM FEEE23 K[ 11:45PM CLOSE WIDOW! hup:/lwww.rtliamidacie.govltransirlroutes/sdiedule.asp?R 1-W EEKDAY%20&R2=Eastbou... 9/8/2004 • Corridor Analysis o • • PERSON TRIP VOLUME AND CAPACITY ANALYSIS TABLE ROADWAY MQD6 MA88 TRANSIT MODE 5 GMENT TOTAL ROADWAY DIR 3.31A141 ADOPTED CORRIDOR TYPE ROADWAY VEHICULAR WAAf3TY PERSON- TRIP CAPACITY $y 1.6 PPV ROADWAY VEHICULAR VOLUME PERSON. TRIP VOLUME - 03 1,4 PPV EXCESS PERSON TRIP CAPACITY ROADWAY PERSON TRIP BUS PER. TRIP CAPACITY MOVER PER.TRIP CAPACITY RAIL PERSON TRIP CAPACITY TOTAL TRANSIT PER-TR€P CAPACITY TRANSIT PERSON -TRIP VOLUME TOTAL 7RAN51T PERS VOLUME TRANSIT PERSON TR4P EXCESS CAPACITY SEGMENT PER50N TRIP CAPACITY SEGMENT PERSON TRIP VOLUME SEGMENT PER.T11 P EXCESS CAPACITY SEGMENT PERSON TRIP FROM TO V!C LOS BUS METRO- MOVER METRO. RAIL VIC LOS „LOS EXIST1 G CGNDITION tSea$ioneiiikiivate S, MAIM Avenue SW 7 St SW 15 St NS 15 21., 2160 3456 407 882 2774 0.20 B 936 2496 5850 12995 703 174 SIT 964 12031 36451 1846 14805 • 0.100 A US 41 B0cke1 Ave 50751 651551 so 414 1809 2880 1595 194E 931 0.8E 8 558 2496 5650 1248E 101 174 293 658 11800 16346 2607 72739 0.170 B 1E 15 St 88 7 SI NB E 40.0 1800 2884 870 1210 1662 0 42 B 558 2498 5850 12488 191 174 243 658 11404 1534E 1876 13470 0 122 B Corti Wry 113 St 940840 Ave 1.05 EI3 E 4 ,U 1710 2738 193 930 490E 5,30 B 246 0 344 16 0 96 540 3040 928 2154 0.301 0 1-95 568096 Ave WS E 44.11 1719 2734 910 1314 1342 0.51 B 246 0 344 96 0 98 248 3080 1490 1590 0.484 B SE(SWTSt Brickee Ave 1.95 WB E 31. 3252 5203 1591 2227 2076 053 B 431 0 601 444 0 444 159 5807 2671 3135 0.410 B SE/BWe St 1.95 B6o1631 Ave ES E 31, 3252 5203 1�73 1505 3701 0.29 B 353 0 536 360 0 386 170 5730 188E 3871 0.320 9 WITH BACKGROUND. TRJAPFIC'i2b !081 �' :.'iA , .1 s. muss Amu* SW 7 St SW 15 81 NS 4 E 2L 2180 3458 017 724 2732 0.21 B 930 2498 5850 12095 215 198 423 1023 11972 18451 1147 14704 9.108 A US 1 f B11eka1 Ave . SE 7 St SE 15 St S 4LD 14300 2880 1477 2880 A 558 2498 5850 12466 203 115 311 898 11787 16348 809 14647 9041 A SE 15 St. SE 7 81 349 15 410 1400 2480 923 1293 1587 0.45 B 558 2498 5850 12486 203 188 f 341 698 11747 15346 1901 13355 0.130 8 Corsi Wey 115 St 940006140e 3.95 ES E 411.1 1710 2739 029 901 1855 9,32 B 240 0 344 102 0 0 102 243 3080 983 2096 0.310 B 1-95 84c0e0Ave WBi E 411.1 1710 2736 1007 1480 125E 0,54 B 246 0 344 102 9 - 0 157 743 3069 1592 149e 0.513 S BEf8W7ot BrickeN Ave 1-95 WS E 3L 3252 5203 1016 7304 2839 0.45 B 431 0 603 471 8 0 471 132 5607 2835 2972 0.488 B SE (SW B St 1-95 09c9e6 Ave ES E 31 3252 5203 1139 1594 3609 0.31 S 383 0 53S 3841 0 0 368 141 5739 .y, 1963 3757 - 0.345 B WmTI4-BACKGROUND & COIM4Mf1'EIS', iPPic1 S. alaml Avenw 0 0 SW 7 St 550€5 St NB 15 2t, 2160 3458 1236 1722 1734 0.50 S 936 2496 5950 12995 379 195 881 1236 11758 16451 2958 13493 0.15 5 US 111341410313 Ave SE 7 St SE 15 81 SS 4L0 1800 2089 2330 3262 -382 1,13 F 558 2498 5850 1246E 311 190 330 925 11541 15348 4187 11159 0.27 B SE 15 St SE 7 511 645 E 40.0 1600 2880 1017 2000 200 0.90 C 558 2405 5850 12486 418 198 330 944 14522 15346 3544 11602 0.23 e Caret 'key l 45 St Brkskel Ave 14)5 ES E 411J 1710 2735 101E 1423 1313 0.52 B 248 0 344 101 0 9 101 154 3680 1014 1467 0 52 B 195 94801e9Ave WS E 41.0 1710 273E 1355 1597 839 0.60 S 246 0 344 170 6 0 170 175 3080 2067 1014 0.67 B SE SW 7 St 64415.8 A98 5-95 WS E 3t, 3262 5203.2 2990 4061 1143 0 70 - C 431 0 803 730 5 0 ,•' 750 -147 5807 4811 896 0.03 C SE/SW881 1-95 81c14e6 Ave £8 15 31. 3252 1 5203.2 2930 4102 1102 0.79 C 383 0 538 550 0 6 559 .14 5739 4652 1087 0431 C _ WITH' PROJECT AND BACKGROUND;-& 00 MITT D TRAFFIC S. M9e611 Arms SW 7 at SW 15 St NO E 4 2160 3456 1304 1E25 1631 0.53 B 936 2496 5650 12999 421 100 161 1285 • 11709 16,51 3111 13349 0.10 8 VS 1 f Brteke9 Ave SE 7 St SE t5 St SB 15 40 1100 2850 2334 326E -386 1.13 0 558 2496 5853 12456 401 190 330 $27 11539 1534E 4104 11151 0.27 9 SE 15 St SE 7 S1 NB it 41,0 1600 2880 1659 2803 277 0.90 C 556 2496 5850 1248E 420 191 330 946 11520 1534E 3549 11797 9.23 9 Caul Wry f 15 St BAcket Ave 1.95 E0 E - 41.0 1710 2736 1037 1451 1264 0.53 a 246 0 344 203 r 0 - 0 203 IQ3090 '1055 1425 0.54 3-95 86014e6 Ave WS E 4LU 1710 2736 1319 1917 819 0.70 B 246 0 344 182 0 0 162 163 3060 209E 982 0.68 8 SEPSW78t 64k:0e6 Ave 1-95 WB E 31,. 3252 .5203.2 2918 4013 1120 078 C 431 0 603 763 0 0 783 -180 5807 4844 980 0.83 C 8E48W1 St 0 0 1-95 Brleke0 Ave ES 2 i963 4134 1rr189 1 0.70 C 301 0 536 6e3 9 0 -27 5739 4897 1042 0.42 C wI503 nt'PR JBC "'AND-6X iC (� 1 8�� '- ' • • - Catridnri 5, Miami 1048119 SW 7 St SW 15 SI NB 15 21 2180 3451 1394 1625 1631 0.53 B 030 2496 5850 12985 420 194 811 1235 ' 11780 16451 3060 13390 0.19 8 US 179l4ok.8 Ayr SE 7 St SE 15 SI SS E 4112 1800 2680 2334 3211 •386 1.13 F 550 2498 5850 12488 491 196 305 901 11564 1534E 4119 11178 927 ¢ SE 1551 58761 NB E 45D 1800 2880 1859 2103 277, 0,90 C 551 2496 5850 12466 420 190 30$ 920 11545 1534E 3523 11822 0.23 B BW 1 Avenue 0 SW 7 SI SW 15 St SB £ 21 1000 2880 1153 914 1969 0.32 , B 936 9 1310 404 1911 911 1211 .. 99 4190 , 2125 2065 0.51 B aortal South Corridor Total •r, - SW 7 Sr 8W 15 81 SB 15 44.0 3800 5760 2907 4182 157E 0.73 S 1494 2496 13770 006 302 916 2112 11854 19536 829E 13242 0.32 SW 15 Si SW 7 81 NB E 40 3980 0336 3103 4420 1900 0.70 1 B 1494 4992 75460 OAS 302 916 215E 23305 I 31796 l 858E 25213 0.21 4 • The Pointe at Brickell Village Project Traffic ROADWAY DIR Percent Ingress Percent Egresss Net Vehicle Trips - IN Net Vehicle Trips - OUT Net Vehicle Trips - TOTAL Net Transit Trips - TOTAL FROM TO $�� Sit.Traf c. Ali S. Miami Avenue SW 7 St SW 15 St NB 64 64 47 26 74 49 US 1 1 Brickeit Ave SE7St SE 15 St SB 6 0 4 0 4 2 SE 15 St SE7St NB 0 6 0 2 2 2 Coral Way 113 St Brickell Ave 1-95 EB 26 5 19 2 21 12 1-95 Brickell Ave WB 5 26 4 11 14 12 SE / SW 7 St Brickell Ave 1-95 WB 6 28 4 11 16 13 SEISW8St 1-95 Brickell Ave EB 28 6 21 2 23 13 Page 1 Of 2 • • PERSON TRIP VOLUME AND CAPACITY ANALYSIS TABLE ROADWAY MODE ROADWAY DIR MIAMI ADOPTED LOS CORRIDOR TYPE ROADWAY VEHICULAR CAPACITY PERSON- TRIP CAPACITY .> 1.6 PPV ROADWAY VEHICULAR VOLUME PERSON- TRIP VOLUME C. 1.4 PPV ROADWAY PERSON TRIP FROM TO EXCESS PERSON TRIP CAPACITY V/C LOS EXISTING CONDITION (Seasonally Adjusted) S. Miami Avenue SW 7 St SW 15 SI NB E 2L 2160 3456 487 682 2774 0.20 B US 1 1 Bricked Ave SE 7 St SE 15 St SB 4LD 1800 2880 1392 1949 931 0.68 B SE 15 St SE 7 St NB E 4LD 1800 2880 870 1218 1662 0.42 B Cora! Way 113 St Brickell Ave 1-95 EB E 4LU 1710 2736 593 830 1906 0.30 B 1-95 Brickell Ave WB E 4LU 1710 2736 996 1394 1342 0,51 8 SEISW7St Bickel! Ave 1-95 WB E 3L 3252 5203 1591 2227 2976 0.43 B SE/SW8St 1-95 Br1cke11 Ave EB E 3L 3252 5203 1073 1502 3701 0.29 19 WITH BACKGROUND TRAFFIC (2008) S. Miami Avenue SW 7 St SW 15 St NB E 2L 2160 3456 517 724 2732 0.21 B U5 1 1 Mickel! Ave SE 7 St SE 15 St SB 4LD 1800 2880 1477 2880 A SE 15 St SE 7 St NB E 4i.0 1800 2880 923 1293 1587 0.45 B Coral Way / 15 S1 Brickell Ave 1-95 EB E 4LU 1710 2736 629 881 1855 0.32 B 1-95 Bricked Ave WB E 4LU 1710 2736 1057 1480 1256 0.54 B SEISW7S1 Bricked Ave 1-95 WB E 3L 3252 5203 1688 2364 2839 0.45 B 5EISW8St 1-95 Stickel! Ave EB E 3L 3252 1 5203 1139 1594 3609 0.31 B WITH BACKGROUND & COMMITTED TRAFFIC S. Miami Avenue 0 0 SW 7 St SW 15 St NB E 2L 2160 3456 1230 1722 1734 0,50 B US 1 1 Bricked Ave SE 7 St SE 15 St 58 4LD 1800 2880 2330 3262 -382 1.13 F SE 15 St SE 7 St NB E 4LD 1800 2880 1857 2600 280 0.90 C Coral Way 115 St Brickell Ave I-95 EB E 4LU 1710 2736 1016 1423 1313 0.52 B I-95 Brickell Ave WB E 4LU 1710 2736 1355 1897 839 0,69 8 SE!SW7St Bricked Ave 1-95 WB E 3L 3252 5203.2 2900 4061 1143 0.78 C SE/SW 8St 1-95 Nickell Ave EB E 3L 3252 5203.2 2930 4102 1102 0.79 C WITH PROJECT AND -BACKGROUND -.& COMMI i 1 WJRAFFIC 5. Miami Avenue SW 7 St SW 15 81 NB E 2L 2160 3456 1304 1825 1631 0.53 B US 1 18rickeli Ave SE 7 St SE 15 St SB E 4LD 1800 2880 2334 3268 -388 1.13 F SE 15 81 SE 7 St NB E 410 1800 2880 1859 2603 277 . 0.90 C Coral Way l l5 Sl Brickell Ave 1-95 EB E 4LU 1710 2736 1037 1452 1284 0.53 B 1-95 Brick eit Ave WB E 4LU 1710 2736 1369 1917 819 0.70 B SE/SW7St Bricked Ave 1-95 WB E 3L 3252 5203.2 2916 4083 1120 0.78 C SEISW8S1 1-95 Stickel! Ave EB E 3L 3252 5203.2 2963 4134 1069 0.79 C WITH PRD` OJECT• ANBACKGROUNDC =& OMMITTED TRAFFIC(Nort lS in CorrIdar) , ;; . S. Miami Avenue SW 7 St SW 15 St NB E 2L 2180 3456 1304 1825 1631 0.53 8 US 1 1 Bricked Ave SE 7 St SE 15 St SB E 4L0 1800 2880 2334 3268 -388 1.13 F SE 15 St SE 7 St NB E 4LD 1800 2880 1859 2603 277 0.90 C SW 1 Avenue , SW 7 St SW 15 Sty SB E 2L 1800 2880 653 914 1966 0.32 W B North / South Corridor Total SW 7 St SW 15 St SB E 4LD 3600 5760 2987 4182 1578 0.73 B SW 15 St SW 7 St NB E 4LD 3960 6336 3163 4428 1908 0.70 B Page 2 of 2 MASS TRANSIT MODE SEGMENT TOTAL ROADWAY _ DIR TRANSIT PERSON -TRIP VOLUME TOTAL TRANSIT PERS VOLUME TRANSIT PERSON TRIP EXCESS CAPACITY SEGMENT PERSON TRIP CAPACITY SEGMENT PERSON TRIP VOLUME SEGMENT PER -TRIP EXCESS CAPACITY SEGMENT PERSON TRIP FROM TO BUS METRO- MOVER METRO- RAIL WC LOS EXISTING CONDITION (Sea: S. Miami Avenue SW 7 St SW 15 St NB 203 174 587 964 12031 16451 1646 14805 0.100 A US 1 1 thicken Ave SE 7 St SE 15 St SB 191 174 293 658 11808 15346 2607 12739 0.170 B SE 15 5t SE 7 St NB 191 174 293 658 11808 15346 1876 13470 0.122 B Coral Way l 13 St Brickell Ave 1-95 EB 96 0 96 248 3080 926 2154 0.301 B 1-95 Brickell Ave WB 96 0 96 248 3080 1490 1590 0.484 B SEISW7St 1 Brickell Ave 1-95 WB 444 0 444 159 5807 2671 3135 0.460 B SE!SW8St 1-95 Brickell Ave EB 366 0 366 170 5739 1868 3871 0.326 B WITH BACKGROUND TRAF S. Miami Avenue SW 7 St SW 15 St NB 215 185 623 1023 11972 16451 1747 14704 0.106 A US 1 1 Brickell Ave SE 7 St SE 15 St SB 203 186 311 698 11767 15346 698 14647 0.046 A SE 15 St SE 7 51 NB 203 185 311 698 11767 15346 1991 13355 0,130 B Coral Way l 15 St Brickell Ave 1-95 EB 102 0 0 102 243 3080 983 2098 0.319 . B 1-95 Brickell Ave WB 102 0 0 102 243 3080 1582 1499 0.513 B SEISW7St Brickell Ave 1-95 WB 471 0 0 471 132 5807 2835 2972 0.488 B SEISW8St 1-95 Brickell Ave EB 388 0 0 388 148 5739 1983 3757 0.345 B WITH BACKGROUND & CO S. Miami Avenue SW 7 St SW 15 St NB 379 196 661 1236 11758 16451 2958 13493 0.18 B US 1 1 Brickell Ave SE 7 St SE 15 Sr SB 399 196 330 925 11541 15346 4187 11159 0.27 B SE 15 St SE 7 SI NB 418 196 330 944 11522 15346 3544 11802 0.23 B Coral Way 115 St Brickell Ave 1-95 EB 191 0 0 191 154 3080 1614 1467 0.52 B 1-95 Brickell Ave WB 170 0 0 170 175 3080 2067 1014 0.67 B SE / SW 7 St Brickell Ave 1-95 WB 760 0 0 750 -147 5807 4811 996 0.83 C SE / SW 8 St 1-95 Brickell Ave ES 550 0 0 550 -14 5739 4652 1087 0.81 C WITH `PROJECT'AND BACK `: S. Miami Avenue SW 7 St SW 15 St NB 428 196 661 1285 11709 16451 3111 13340 0.19 B US 4 / Brickell Ave SE 7 St SE 15 St SB 401 196 330 927 11539 15346 4194 11151 t 0.27 B SE 15 St SE 7 St NB 420 196 330 948 11520 15346 3549 11707 0.23 B Coral Way / 15 St Brickell Ave 1-95 EB 203 0 0 203 142 30t30 1655 1425 0.54 B 1-95 Brickell Ave WB 182 0 0 182 163 3080 f 2098 982 0.68 B SEISW7St - Stickel! Ave 1-95 WB 763 0 0 763 -160 5807 4846 960 0.83 C SE1SW8St 0 0 1-95 BrickellAve� 563 0 0 563 -27 5739 4697 1042 0.82 C SACK"! S. Miami Avenue SW 7 St SW 15 St NB 428 196 611 1235 11760 16451 3060 13390 0.19 B US 1 l Brickell Ave SE 7 St SE 15 Si SB 401 196 305 901 11564 15346 4169 11176 0.27 B SE 15 St SE 7 St NB 420 196 305 920 11545 15346 3523 11822 0.23 B SW 1 Avenue SW 7 St SW 15 St SB 404 196 611 1211 99 4190 2125 2065 0.51 B North / South Corridor Total .W7St SW 15 St SB 805 392 916 2112 11664 19536 6294 13242 0.32 B W 15 5t 5W 7 St NB 848 392 916 2156 23305 31796 6584 25213 0.21 B • intersection Analysis • • • INTERSECIlki APPROACH VOLUMES • tNTERSECTIOrf NO. INTERSECTION NAME APPROACH MOVEMENT PM PEAK HR COUNT Dale of Count SF PEAK SEASONAL, ADJUSTMENT BACKGROUND GROWTH RATE 2% No. of Years 3 Committed Developments Net Traffic wfo Project w! Committed Site Traffic Assignment (%•IN) Site Traffic Assignment (%-OUT) Site Traffic (VPH) Site Traffic to Person- Trips (Veh) Site Traffic In Person, Trips (Transit) Tot& Traffic (VPH) 1 2 a 1 s 6 7 6 a 1e s1 S. MIAOW AVENUE i SW 7 St. SOUTt•SBOUND SBR 0 B 1.00 0 0 0 0 0 0 0 0 SOT 0 �'t ��„������ m 0 SO L 0 1.00 0 0 0 0 0 0 0 TOTAL 0 0 0 0 0 0 0 0 0 0 WESTBOUND WBR 127 1.00 127 135 8 143 0 0 0 143 WBT 728 �t ��������� 0 0 0 0 0 0 1145 WOL 0 1.00 0 TOTAL 668 866 907 360 1207 0 0 0 0 1287 NORTHBOUND NOR 0 1.00 0 0 0 ��-��� 458 0 903 0 11 0 1 18 8 0 175 ri ® 538 NBL 421 1.00 421 447 914 TOTAL 896 596 632 796 1428 0 all 24 33 6 f462 EASTBOUND EBR 0 1.00 0 0 0 0 ��� 0 0 0 i 0 0 0 EBT 0 e• 0000' 0 0 0 0 0 ESL 0 1.00 0 TOTAL 0 0 0 0 0 0 0 0 0 0 TOTAL 1451 1451 1540 1176 2718 0 24 33 8 2740 2 S. MIAMI AVENUE! SW 8 St. SOUTHBOUNO SBR 0 Tuesday, September 07, 2004 1.01 �0�0' 1.01 0 0 0 0 0 0 0 O���r� 0 0 0 0 Sir 0 . 0 SBL 0 0 0 o a TOTAL 0 0 0 0 0min 0 0 0 0 WESTBOUND W8R 0 1.01 0 0 0 0 0 0 0 0 WBT 0 �000' 1,01 0 0 0 0' 0 �� . 0 0 WBL 0 0 0 TOTAL 0 0 0 0 01111115 0 0 0 0 NORTHBOUND NBR 33 1.01 33 35 196 231 0 0 8 231 NBT 041 l 5P 803 1360 - :Z 1404 NBL 0 1,01 0 0 0 0 0 0 0 TOTAL 674 861 722 869 1841 68 24 33 6 1636 EASTBOUND EBR 0 1,01 0 0 0 0 0 0 0 0 EBT 843 �0 669 t4 KM 00' 0 0 1380 E81 249 1.01 251 267 137 404 .404 TOTAL 892 901 968 608 17644 0 0 0 0 0 1764 TOTAL 1580 1582 1678 1897 3375 0 58 24 33 8 3399 3 S. MtAMI AVENUE 1 SW 10 St. SOUTHBOUND SO R 0 a 1.01 �0000��00 1.01 0 0 0 0 0 0 0 0 0 0 0 0 0 SOT 0 0 881 0 0 0 TOTAL 0 0 0 0 0 0 0 0 0 0 WESTBOUND WO R 233 1.01 235 250 198 448 11111111=111111111111011111111111111:11111111 0 0 0 0 0 440 WBT 48 1111101•11112ME 1.01 0 ® 0 51 WBL 0 0 0 0 TOTAL 261 284 301 19$ 499Mil 0 0 0 499 NORTHBOUND NBR 14 1.01 NU0�®��;� 1.01 14 18 15 18 42 212 57 231 2 3 9 59 NBT 288 ® 31 8 NBL 18 0 D 231 'TOTAL 300 303 322 324 645 MEI 26 37 9 672 EASTBOUND EBR 0 1.01 �I��®'-��!�� 1.01 0 32 0 34 0 0 0 34 0 0 0 0 0 EBT 9 245 EBL 32 0 34 TOTAL 41 41 44 235 279 0 0 0 0 0 279 TOTAL 622 628 667 757 1424 0 B4 26 37 9 1450 Notes: 1 TMC data provided by RGA, Inc. 2 Seasonal factor obtained from FDOTs FTt2002 3 Project Is expected to have a build -out In 3 years. 4 Committed Devabpments 5 These volumes were utilized as the base (existing} condition. 8,7 Percentage of traffic assignment from Traffic Assignment Figures. _ 8 Stte traffic assigned to the movement (Percent tines Net Vett Trips). 9 Site trtffc converted to Person -Trips by multiplying by 1.4. 10 Site traffic assigned to the transit corridor (Percent tines Net Person Trlps in Transit). 11 Committed and Site Project traffic used In intersection analysis. Sheet 1 of 3 INTERSECCN APPROACH VOLUMES • z 0 re Z Z tNTERSECTION NAME APPROACi4 MOVEMENT PM PEAK HR COUNT Dale of Count SF PEAK SEASONAL ADJUSTMENT BACKGROUND GROWTH RATE 2% No of Years 3 Committed Developments Net Traffic wlo Project w! Committed Site Traffic Assignment (%.IN) Site Trafao Assignment (%-OUT) Sae Traffic (VPH) Site Traffic In Person- Trips6 Veh} Ste Traffic In Person- Trips (Transit) Total Traffic (VPH) 1 2 3 - 4 6 Q r E 1� f5 4 S. MIAMI AVENUEI SW 11 St. SOUTHBOUND SBR 0 `� U g 1.01 0 0 0 0 0 0 0 SBT 0 1,01 0 0 0 0 0 0 5BL 0 1.01 0 0 0 0 0 0 TOTAL 0 0 0 0 0 0 0 0 0 0 0 WESTBOUND WBR 58 1.01 59 62 62 0 0 9 62 WBT 12 1.01 12 13 13 38 27 37 40 WK. 3 1A1 3 3 3 0 0 3 TOTAL 73 74 78 0 78 36 0 27 37 9 106 NORTHBOUND NBR 4 1.01 4 4 8 10 0 0 15 10 NOT 371 1.01 375 398 398 0 0 398 NBL 15 1.01 15 16 16 84 47 68 63 TOTAL 390 394 418 6 424 64 0 47 66 16 471 EASTBOUND EBR 0 1.01 0 0 0 0 0 9 0 EDT 0 1.01 0 0 0 0 0 0 EBL 9 1.01 9 10 10 54 26 37 38 TOTAL 9 9 10 0 10 0 64 26 37 9 3e TOTAL 472 477 508 8 512 100 84 100 140 33 612 5 S. MIAMI AVENUE 1 SW 13 St. SORTHBOUND SBR 158 **L , g 1.00 156 168 2 166 0 0 0 188 SBT 8e 1.00 88 91 17 108 0 0 108 $131 18 1.00 16 17 29 48 0 0 46 TOTAL, 269 268 274 48 322 0 0 0 0 0 322 WESTBOUND WBR 100 1,00 100 106 77 183 5 4 5 1 187 WBT 638 1.00 838 877 826 1303 0 0 1303 WB 15 1.00 15 16 15 31 0 0 31 TOTAL 783 763 799 718 1617 6 0 4 6 1 1821 NORTHBOUND NBR 15 1.00 15 16 35 52 0 0 1 52 NBT 145 1.00 145 154 211 365 5 4 5 389 NBL 58 1.00 56 59 11 70 0 0 70 TOTAL 216 216 229 268 487 6 0 4 5 1 491 EASTBOUND EBR 34 1.00 34 36 50 88 0 0 7 86 EBT 287 1.00 287 305 312 617 5 2 3 619 EBL 137 1.00 137 145 150 295 28 19 27 315 TOTAL 468 468 486 612 998 28 8 21 30 7 1019 TOTAL 1885 7885 1788 1536 3324 38 5 29 40 9 3353 6 SW 1 AVENUE I 10 ST SOUTHOOUND SBR 0 a 1 I 1.01 0 0 0 0 0 14 0 SET 808 1.01 812 • 650 100 750 28 21 29 770 SDL 47 1.01 47 50 37 87 30 22 31 110 TOTAL 663 680 700 137 837 68 0 43 60 14 680 WESTBOUND WBR 0 1.01 0 0 0 0 0 0 0 WBT 0 1,01 0 0 0 0 0 0 0 WBL 68 1.01 89 73 0 73 0 0 73 TOTAL 68 09 73 0 73 0 0 0 0 0 73 NORTHBOUND NBR 0 1.01 0 0 0 0 0 0 0 NBT 0 1,01 0 0 0 0 . 0 0 NBL 0 1.01 0 0 0 0 0 0 TOTAL 0 0 0 0 0 0 0 0 0 o 0 EASTBOUND EBR 0 1,01 0 0 0 0 0 0 0 0 EBT 0 1,01 0 0 0 0 0 0 EBL 0 1,01 0 0 0 0 0 0 TOTAL 0 0 0 0 0 0 0 0 0 0 0 TOTAL 721 — 728 773 137 910 58 0 _ 43 80 14 953 Notes: 1 TMC data provided by RGA, Inc. 2 Seasonal !actor obtained from FDOT's FTI2002 3 Project 1s expected to have a build -out in 3 yew, 4 5 These volumes were utilized as the base (existing) condition. 6,7 Percentage of traffic assignment from Traffic Assignment Figures. 8 Sae traffO assigned to the movement (Percent times Net Veh Trips). 9 Site trifle converted to Person -Trips by muttlptying by 1,4, 10 Site traffic ee&gned to the transit corridor (Percent limas Net Person Trips in Transit), 11 Committed and Sae Project traffic need In intersection analysis. Sheet 2 of 3 • INTERSECTION APPROACH VOLUMES • NTERSECThON INTERSECTION NAME APPROACH MOVEMENT PM PEAK HR COUNT Date of Count SF PEAK SEASONAL ADJUSTMENT BACKGROUND GROWTH RATE 2% No. of Years 3 Committed Developments Net Traffic w/o Project w/ Committed Site Traffic Assignment (%-IN) Site Traffic Assignment (%-OUT) Sae Traffic (VPH) Site Traffic in Person- Tripe4Veh) Site Traffic In Person• Trips (Transit) Total Traffic (VPH) £ 2 3 i 6 s 1 4 IQ n 7 t SW 1 AVENUE / 11 ST SOUTHBOUND SBR 0 Monday, August 30, 2004 1.01 0 0 0 0 0 7 0 SOT 532 1.01 537 570 97 887 28 21 29 688 SOL 0 1.01 0 0 0 0 0 0 0, TOTAL 532 637 670 97 687 28 0 21 29 7 686 WESTBOUND WBR 0 1.01 0 0 0 0 0 14 0 WV0 1.01 0 0 0 0 0 0 WOL 28 1.01 28 28 114 142 100 41 57 183 TOTAL 26 20 28 114 142 0 100 41 57 14 163 NORTHBOUND NBR 0 1.01 0 0 0 0 0 0 0 NOT 0 1.01 0 0 0 0 0 0 NOL 0 1.01 0 0 0 0 0 0 TOTAL 0 0 0 0 0 0 0 0 0 0 0 EASTBOUNDEBT EBR 0 1.01 0 0 0 0 0 0 0 0 1.01 0 0 0 0 0 0 EBL 0 1.01 0 0 0 0 0 0 TOTAL 0 0 0 0 0 0 0 0 0 0 0 TOTAL 558 584 598 211 809 28 100 62 88 21 871 Notes; 1 TMC data provided by RGA. tnc, 2 Seasonal factor obtained from FOOTS F112002 3 Project is expected to have a bulldout in 3 years. 4 5 These volumes were utilized as the base (existing) condition. 8,7 Percentage of traffic assignment from Tremc Assignment Figures. 8 Sits trsmc assigned to the movement (Percent limes Net Veh Trips). 9 Site trlmc converted to Person -Trips by multiplying by 1.4. 10 Site traffic assigned to the tenet cartdor (Percent times Net Person Trips In Transit), 11 Committed and Site Project Stec used In intersection enetysie. Shoat of • Analyzed Intersections 0 Signalized Q Stop Controlled 51E Analyzed Corridors • Figure r i �D r Hi N J 6X I ST I N& LANE GONFI&UTATION 1 • • Brickell Village MUSP Existing PM S. Miami Ave & SW 7th Street 11/29/04 08:09:23 0 SIGNAL2000/TEAPAC[Ver 1.01.00] - Capacity Analysis Summary Intersection Averages for Int # 0 - Intersection No. 1 Degree of Saturation (v/c) 0.40 Vehicle Delay 15.3 Level of Service B Sq 11 I Phase 1 Phase 2 **/** ^ ++++ /I\ <++++ I ^ North <+ + 1 + + + + G/C=0.438 G/C=0.450 G= 35,0" G= 36.0" Y+R= 4.0" Y+R= 5.0" OFF= 0.0% OFF=48.8% C= 80 sec G= 71.0 sec = 88.8% Y= 9.0 sec = 11.3% Ped= 0.0 sec = 0.0% 1 Lane (Width/1 g/C 1 Service Rate! Adj 1 1 HCM 1 L 1 Queue 1 Group 1 Lanes! Reqd Used 1 @C (vph) @E 1Volumel v/c 1 Delay l S IModel 11 S Approach 14.7 B+ TH+LT1 36/3 10.178 10.438 1 2084 1 2149 1 662 10.308 1 14.7 1 8+1 168 ftl E Approach 15.7 B RT 1 12/1 10.183 10.450 1 630 1 713 1 141 10.198 1 13.9 1 8+1 97 ftl TH 1 24/2 10.269 10.450 1 1525 1 1593 1 809 10.508 1 16.0 1 B 1 317 ftl Brickell Village MUSP Proposed PM (Committed & Project) S. Miami Ave & SW 7th Street 11/29/04 08:14:00 • SIGNAL2000/TEAPAC[Ver 1.01.00] - Capacity Analysis Summary Intersection Averages for Int # 0 - Intersection No. 1 Degree of Saturation (v/c) 0.74 Vehicle Delay 20.6 Level of Service c+ • Sq 11 1 Phase 1 1 Phase 2 **/** /1\ North 1 G/C=0.438 G/C=0.450 G= 35.0" G= 36.0" Y+R= 4 _ 0" Y+R-= 5 . 0„ OFF= 0.0% OFF=48.8% C= 80 sec G= 71.0 sec = 88.8% Y= 9.0 sec = 11.3% Ped= 0.0 sec = 0.0% j Lane IWidth/1 g/C 1 Service Rate' Adj 1 I HCM 1 L 1 Queue 1 ' Group 1 Lanes! Reqd Used 1 @C (vph) @E 'Volume! vlc 1 Delay 1 S IModel 11 S Approach 20.3 C+ 1 TH+LTI 36/3 10.351 10.438 1 2092 1 2157 1 1614 10.748 1 20.3 1 C+1 555 ft1 E Approach 21.0 C+ 1 RT 1 12/1 10.194 10.450 1 630 1 713 1 159 10.223 1 14.2 1 B+1 110 ft1 1 TH 1 24/2 10.386 10.450 1 1525 11593 1 1272 10.798 1 21.9 1 C+1 629 ft1 Brickell Village MUSP Existing PM S. Miami Avenue & SW 8th Street 11/29/04 09:38:12 SIGNAL2000/TEAPAC[Ver 1.01.00] - Capacity Analysis Summary Intersection Averages for Int # 0 - Intersection No. 2 Degree of Saturation (v/c) 0.44 Vehicle Delay 16.9 Level of Service B Sq 11 1 Phase 1 I Phase 2 **/** /1\ 1 1 North G/C=0.550 1 G/C=0.350 G= 44.0" 1 G= 28.0" Y+R= 4.0" 1 Y+R= 4.0,E OFF= 0.0% 1 OFF=60.0% C= 80 sec G= 72.0 sec = 90.0% Y= 8.0 sec = 10.0% Ped= 0.0 sec = 0.0% 1 Lane 1Width/1 g/C 1 Service Ratel Adj 1 1 HCM 1 L 1 Queue 1 Group 1 Lanes! Reqd Used 1 CSC (vph) @E !Volume! v/c 1 Delay 1 S !Model 11 S Approach 9.6 A 1RT+TH 1 36/3 10.191 10.550 1 2776 1 2776 1 756 10.272 1 9.6 1 A 1 157 ftl W Approach 22.5 C+ 1 TH+LT1 36/3 10.243 10.350 1 1627 1 1755 1 1000 10.570 1 22.5 1 C+1 322 ft1 • Brickell Village MUSP Proposed PM (Committed & Project) S. Miami Avenue & SW 8th Street 11/29/04 09:40:25 OrIGNAL2000/TEAPAC[Ver 1.01.00] - Capacity Analysis Summary Intersection Averages for Int # 0 - Intersection No. 2 Degree of Saturation (v/c) 0.90 Vehicle Delay 50.9 Level of Service D Sq 11 1 Phase 1 1 Phase 2 **/** /I\ 1 1 North A G/C=0.550 [ G/C=0.350 1 G= 44.0" 1 G= 28.0" 1 Y+R= 4.0" 1 Y+R= 4.0" 1 OFF= 0.0% 1 OFF=60.0% 1 C= 80 sec G= 72.0 sec = 90.0% Y= 8.0 sec = 10.0% Ped= 0.0 sec = 0.0% 1 Lane IWidth/1 g/C 1 Service Ratel Adj I 1 HCM I L 1 Queue 1 1 Group 1 Lanes; Reqd Used 1 @C (vph) @E 1Volumel v/c 1 Delay I S 1Model 11 S Approach 13.4 B+ IRT+TH 1 36/3 10.384 10.550 12736 1 2738 1 1817 l0.664 I 13.4 I B+1 517 ftl W Approach 85.7 F TH+LT1 36/3 10.408 10.350 1 1632 1 1760 1 1960 11.114 1 85.7 1 F 11354 ftl • Brickell Village MUSP Existing PM S. Miami Avenue & SW 13th Street 11/29/04 08:21:04 • SIGNAL2000/TEAPACEVer 1.01.00] - Capacity Analysis Summary Intersection Averages for Int # 0 = Intersection No. 5 Degree of Saturation (v/c) 0.43 Vehicle Delay 11.5 Level of Service B+ • • Sq 11 I Phase 1 1 Phase 2 t*/** /]\ ] North 1 ++++ v ++++> +++ v G/C=0.283 ] G/C=0.550 G= 17.0" 1 G= 33.0" Y+R= 5.0" 1 Y+R= 5.0" OFF= 0.0% 1 OFF=3 6. 7 % C= 60 sec G= 50.0 sec = 83.3% Y=10.0 sec = 16.7% Ped= 0.0 sec = 0.0% 1 Lane 1Width/1 g/C 1 Service Rate] Adj 1 1 Group 1 Lanesl Reqd Used. 1 @C (vph) @E Ivoluznel 1 HCM 1 L 1 Queue 1 v/c 1 Delay 1 S (Model 11 N Approach 18.9 B 1 RT 1 12/1 10.168 10.283 1 366 1 449 1 173 10.385 1 19.8 1 B 1 119 ftl TH+LT1 12/1 10.119 [0.283 1 410 1 494 ] 114 10.231 1 17.6 1 B 1 76 ftf S Approach 18.4 B RT 1 12/1 10.046 10.283 1 366 1 449 1 17 10.038 1 15.7 1 B 1 11 ftl TH+LTI 12/1 10.178 10.283 1 399 1 465 I 223 10.480 1 18.6 1 B 1 149 ftl E Approach 8.4 A IRT+TH+LTI 24/2 10.279 10.550 1 1797 1 1797 1 8.37 10.466 1 8.4 1 A 1 217 ftl W Approach 9.2 A IRT+TH+LTI 24/2 10.282 10.550 1 1135 1 1159 1 509 10.439 1 9.2 1 A 1 142 ftl • • Brickell Village MUSP Proposed PM (Committed & Project) S. Miami Avenue & SW 13th Street 11/29/04 08:23:15 SIGNAL2000/TEAPAC[Ver 1.01.00] - Capacity Analysis Summary Intersection Averages for Int # 0 - Intersection No. 5 Degree of Saturation (v/c) 0.98 Vehicle Delay 52.3 Level of Service D sq 11 l Phase 1 I Phase 2 **/** /1\ 1 I North G/C=0.283 G= 17.0" Y+R= 5.0" OFF= 0.0% GIC=0.550 G= 33 . 0t1 Y+R= 5.0" OFF=36.7 5 C= 60 sec G= 50.0 sec = 83.3% Y=10.0 sec = 16.7% Ped= 0.0 sec = 0.0% Lane 1 Group (Width/1 g/C 1 Service Rate! Adj 1 1 HCM 1 L ! Queue 1 1 Lanes! Reqd Used 1 @C (vph) @E !Volume! v/c 1 Delay 1 S (Model 11 N Approach 30.9 G 1 RT 1 12/1 10.177 10.283 1 366 1 449 1 187 10.416 ! 20.3 1 C+I 130 ft1 1 TH+LT1 12/1 10.308 10.283 1 152 1 220 1 171 10.774 1 42.5 1 D+1 155 ft1 S Approach 61.0 E+ 1 RT 1 12/1 10.087 10.283 1 366 1 449 1 58 10.129 1 16.6 1 B 1 39 ft1 TH+LT1.12/1 10.325 10.283 1 414 1 481 1 488 11.015 1 66.2 1 E+1 537 ft1 E Approach 28.3 C 1RT+TH+LT1 24/2 10.536 10.550 1 1740 1 1740 1 1690 10.971 1 28.3 1 C 1 909 ft1 W Approach 90.6 F IRT+771+LTI 24/2 10.636 10.550 1 961 1 991 1 1134 11.144 1 90.6 1 F 1 958 ft1 Existing PM HCM Unsignalized Intersection Capacity Analysis 3: SW 10 St & S. Miami Ave • ' -► '! l- k. 4\ t �► 4 d Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 414 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Volume (veh/h) 32 9 0 0 48 235 18 271 14 0 0 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (veh/h) 35 10 0 0 52 255 20 295 15 0 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) vC, conflicting volume 468 349 0 346 341 155 0 310 vC1, stage 1 conf vol vC2, stage 2 conf vol tC. single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3,5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 89 98 100 100 91 70 99 100 cM capacity (veh/h) 310 567 1084 571 572 863 1622 1248 Direction, Lane # EB 1 WB 1 NB 1 NB.2 Volume Total 45 308 167 162 Volume Left 35 0 20 0 Volume Right 0 255 0 15 cSH 345 795 1622 1700 Volume to Capacity 0.13 0.39 0.01 0.10 Queue Length (ft) 11 46 1 0 Control Delay (s) 17.0 12.4 0.9 0.0 Lane LOS C B A Approach Delay (s) 17.0 12.4 0.5 Approach LOS C B Intersection Summary Average Delay 6.9 Intersection Capacity Utilization 34.4% ICU Level of Service A floridlv17-AA51 Synchro 5 Report Page 1 Proposed PM HCM Unsignalized Intersection Capacity Analysis 3: SW 10 St & S. Miami Ave Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4f Sign Control Stop Stop Free Free Grade 0% 0% 0% 0°/0 Volume (veh/h) 34 245 0 0 51 448 231 381 59 0 0 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (veh/h) 37 266 0 0 55 487 251 414 64 0 0 0 Pedestrians Lane Width (ft) Walking Speed (ftis) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) vC, conflicting volume 1224 980 0 1082 948 239 0 478 vC1, stage 1 conf vol vC2, stage 2 conf vol tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 0 0 100 0 75 36 85 100 cM capacity (veh/h) 35 210 1084 0 219 762 1622 1080 Direction, Lane # EB 1 WB 1 NB 1 NB 2 .Volume Total 303 542 458 271 Volume Left 37 0 251 0 Volume Right 0 487 0 64 cSH 130 608 1622 1700 Volume to Capacity 2.33 0.89 0.15 0.16 Queue Length (ft) 651 268 14 0 Control Delay (s) 677.1 41.1 4.8 0.0 Lane LOS F E A Approach Delay (s) 677.1 41.1 3.0 Approach LOS F E • Intersection Summary Average Delay 145.9 Intersection Capacity Utilization 63.9% ICU Level of Service B v104) -' x L.PA*.( To ?&4P,i fit) 4. 'Fi c.,r Apr#taA Vo L-1.4i 2 =5 ( cra 1 Aii‹. = vF4 florid1v17-AA51 Synchro 5 Report Page 1 Existing PM HCM Unsignalized Intersection Capacity Analysis 4: SW 11 St & S.. Miami Ave • • Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 T. 4+ Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Volume (veh/h) 9 0 0 3 12 59 15 375 4 0 0 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 • 0.92 0.92 0.92 0.92 Hourly flow rate (veh/h) 10 0 0 3 13 64 16 408 4 0 0 0 Pedestrians Lane Width (ft) Walking Speed (ftfs) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) vC, conflicting volume 307 445 0 442 442 206 0 412 vC1, stage 1 conf vol vC2, stage 2 conf vol IC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) IF (s) 3.5 4.0 3.3 3.5 4.0 3,3 2.2 2.2 p0 queue free % 98 100 100 99 97 92 99 100 cM capacity (veh/h) 557 502 1084 495 503 800 1622 1143 Direction, Lane # EB 1 WB 1 NB 1 NB 2 Volume Total 10 80 220 208 Volume Left 10 3 16 0 Volume Right 0 64 0 4 cSH 557 714 1622 1700 Volume to Capacity 0.02 0.11 0.01 0.12 Queue Length (ft) 1 9 1 0 Control Delay (s) 11.6 10.7 0.6 0.0 Lane LOS B B A Approach Delay (s) 11.6 10.7 0.3 Approach LOS 6 8 Intersection Summary Average Delay 2.1 Intersection Capacity Utilization 23.5% ICU Level of Service A floridlvl7-AA51 Synchro 5 Report Page 1 Proposed PM HCM Unsignalized Intersection Capacity Analysis 4: SW 11 St & S. Miami Ave • Movement Lane Configurations Sign Control Grade Volume (veh/h) Peak Hour Factor Hourly flow rate (veh/h) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary f --IP EBL EBT EBR 4 Stop 0% 36 0 0 0.92 0.92 0.92 39 0 0 None WBL WBT WBR NBL Stop 0% 3 40 62 63 0.92 0.92 0.92 0.92 3 43 67 68 None 442 580 0 575 575 222 0 7.5 6.5 6.9 7.5 6.5 6.9 4.1 3.5 4.0 3.3 3.5 4.0 3.3 2.2 90 100 100 99 89 91 96 405 406 1084 388 409 782 1622 EB 1 39 39 0 405 0.10 8 14.8 6 14.8 B Average Delay intersection Capacity Utilization WB 1 114 3 67 568 0.20 19 12.9 B 12.9 B NB 1 285 68 0 1622 0.04 3 2.0 A 1.1 NB 2 227 0 11 1700 0.13 0 0.0 4.0 27.7% ICU Level of Service t NBT NBR SBL SBT SBR 4+ Free Free 0% 0% 398 10 0 0 0 0.92 0.92 0.92 0.92 0.92 433 11 0 .0 0 A 443 4.1 2.2 100 1113 floricilvl7-AA51 Synchro 5 Report Page 1 Existing PM HCM Unsignalized Intersection Capacity Analysis 6:SW10St&SW1Ave • • • Movement WBL WBR NBT NBR SBL SBT Lane Configurations 4+ Sign Control Stop Free Free Grade 0% 0% 0% Volume (vehlh) 69 0 0 0 47 612 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (veh/h) 75 0 0 0 51 665 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) vC, conflicting volume 435 0 0 vC1, stage 1 conf vol vC2, stage 2 conf vol tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) iF (s) 3.5 3.3 2.2 p0 queue free % 86 100 97 cM capacity (veh/h) 532 1084 1622 Direction, Lane # WB 1 SB 1 SB 2 Volume Total 75 273 443 Volume Left 75 51 0 Volume Right 0 0 0 cSH 532 1622 1700 Volume to Capacity 0.14 0.03 0.26 Queue Length (ft) 12 2 0 Control Delay (s) 12.9 1.6 0.0 Lane LOS B A Approach Delay (s) 12.9 0.6 Approach LOS B Intersection Summary Average Delay 1.8 Intersection Capacity Utilization 30.7% ICU Level of Service A floridlv17-AA51 Synchro 5 Report Page 1 Proposed PM HCM Unsignalized intersection Capacity Analysis 6:SW10St&SW1Ave • • Movement \ WBL WBR NBT NBR SBL SBT Lane Configurations . ►� , '} Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 73 0 0 0 110 770 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (veh/h) 79 0 0 0 120 837 Pedestrians Lane Width (ft) Walking Speed (fits) Percent Blockage Right tum flare (veh) Median type None Median storage veh) vC, conflicting volume 658 0 0 vC1, stage 1 conf voi vC2, stage 2 conf vol tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) IF (s) 3.5 3.3 2.2 p0 queue free % 78 100 93 cM capacity (veh/h) 368 1084 1622 Direction, Lane # WB 1 SB 1 SB 2 Volume Total 79 399 558 Volume Left 79 120 0 Volume Right 0 0 0 cSH 368 1622 1700 Volume to Capacity 0.22 0.07 0.33 Queue Length (ft) 20 6 0 Control Delay (s) 17.4 2.7 0.0 Lane LOS C A Approach Delay (s) 17.4 1.1 Approach LOS C Intersection Summary Average Delay 2.4 Intersection Capacity Utilization 37.7% ICU Level of Service A floridlv17-AA51 Synchro 5 Report Page 1 Existing PM HCM Unsignalized intersection Capacity Analysis 7: SW 11 St & SW 1 Ave • Movement WBL WBR NBT NBR SBL SBT Lane Configurations 44i Sign Control Stop Free Free Grade 0% 0°/0 0% Volume (vehfh) 26 0 0 0 0 537 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (veh/h) 28 0 0 0 0 584 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right tum flare (veh) Median type None Median storage veh) vC, conflicting volume 292 0 0 vC1, stage 1 conf vol vC2, stage 2 conf vol tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) IF (s) 3.5 3.3 2.2 p0 queue free % 96 100 100 cM capacity (veh/h) 675 1084 1622 Direction, Lane # WB 1 SB 1 SB 2 0 Volume Total 28 195 389 Volume Left 28 0 0 Volume Right 0 0 0 cSH 675 1622 1700 Volume to Capacity 0.04 0.00 0.23 Queue Length (ft) 3 0 0 Control Delay (s) 10.6 0.0 0.0 Lane LOS B Approach Delay (s) 10.6 0.0 Approach LOS B Intersection Summary • Average Delay 0,5 intersection Capacity Utilization 26.1% ICU Level of Service A floridlvl7-AA51 Synchro 5 Report Page 1 Proposed PM HCM Unsignalized Intersection Capacity Analysis 7:SW11 St&SW1Ave • • • Movement WBL WBR NBT NBR SBL SBT Lane Configurations 4+ Sign Control Stop Free Free Grade 0% 0% 0°/v Volume (veh/h) 183 0 0 0 0 688 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (veh/h) 199 0 0 0 0 748 Pedestrians Lane Width (ft) Walking Speed (ftls). Percent Blockage Right turn flare (veh) Median type None Median storage veh) vC, conflicting volume 374 0 0 vC 1, stage 1 conf vol vC2, stage 2 conf vol tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 67 100 100 cM capacity (veh/h) 600 1084 1622 Direction, Lane # WB 1 SB 1 SB 2 Volume Total 199 249 499 Volume Left 199 0 0 Volume Right 0 0 0 cSH 600 1622 1700 Volume to Capacity 0.33 0.00 0.29 Queue Length (ft) 36 0 0 Control Delay (s) 13.9 0.0 0.0 Lane LOS Approach Delay (s) 13.9 0.0 Approach LOS B Intersection Summary Average Delay 2.9 Intersection Capacity Utilization 38.4% ICU Level of Service A floridtv17-AA51 Synchro 5 Report Page 1 • ASPHALT PAVEMENT SijkPASSENGER DRDP--OFF roft J 11i1 1 IIIINI 11 10 710 11 711 LOADING iNORES&EORESS PROPERTY L NE ARWIIIECT©NICA SSO BAidas Mo." SIA* MR Mont it ]]F]] TN. 301172.11M Fax ]a6271. l f>E woocaq.Ned"Ism.cam *Ma von.0404. 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Proposed PM HCM Unsignaiized Intersection Capacity Anaiysis 8: SW 11 St & LoadinQ DTW • • Movement 4 EBT EBR WBL WBT NBL NBR Lane Configurations 4 Sign Control Free Free Stop Grade 0% 0% 0% Volume (vehih) 0 0 7 16 4 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0,92 Hourly flow rate (vehih) 0 0 8 17 4 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) vC, conflicting volume 0 33 0 vC 1, stage 1 conf vol vC2, stage 2 conf vol tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 100 cM capacity (veh/h) 1623 976 1085 Direction, Lane # WB 1 NB 1 Volume Total 25 4 Volume Left 8 4 Volume Right 0 0 cSH 1623 976 Volume to Capacity 0.00 0.00 Queue Length (ft) 0 0 Control Delay (s) 2.2 8.7 Lane LOS A A Approach Delay (s) 2.2 8.7 Approach LOS A Intersection Summary Average Delay 3.2 Intersection Capacity Utilization 13.3% ICU Level of Service A floridlvl7-AA51 Synchro 5 Report Page 1 Proposed PM HCM Unsignaiized Intersection Capacity Analysis 10: SW 11 St & Parking DM/ • Movement EBT EBR WBL WBT NBL NBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 0 0 67 16 37 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (veh/h) 0 0 73 17 40 0 Pedestrians Lane Width (ft) Walking Speed (ftfs) Percent Blockage Right turn flare (veh) Median type None Median storage veh) vC, conflicting volume 0 163 0 vC1, stage 1 conf vol vC2, stage 2 conf vol tC. single (s) 4.1 6.4 6.2 tC, 2 stage (s) IF (s) 2.2 3.5 3.3 p0 queue free % 96 95 100 cM capacity (veh/h) 1623 791 1085 Direction, Lane # WB 1 NB 1 Volume Total 90 40 Volume Left 73 40 . Volume Right 0 0 cSH 1623 791 Volume to Capacity 0.04 0.05 Queue Length (ft) 4 4 Control Delay (s) 6.0 9.8 Lane LOS A A Approach Delay (s) 6.0 9.8 Approach LOS A Intersection Summary Average Delay 7.2 Intersection Capacity Utilization 14.9% ICU Level of Service A Synchro 5 Report Page 1 floridlvl7-AA51 • Committed Projects • = IiL)lf.A. l ilill.,>r'.'f scsef Vil 3l1FJl l,r v "LIS%t1 L\.lull My Neighborhood Miami -Dade County, Florida Transportation Improvement Detail Window 11 Project(s) found in 1.50 square mile Records: 1 to 11 of 11. # 1 Project No. DT2516623 Project Nam SR 9M-95 Project Type Expressway Contact Person: Jason Chang Contact Phone: Jason.chang c@dot.state.fIus Contact E-Mail: 305-470-5373 Location: from FROM US-1/SO. DIXIE HWY to TO NW 11TH STREET Status Comments: RemarkslComments: Project Description RIGID PAVEMENT RECONSTRUCTION ,,, _Pavement Rehabilita # 2 Project No. 0T2516811 Contact Person: Arnaldo Fernandez Location: from AT: HOV LANES to Comments: Project Contact Name t-95/FHP ENFORCEMENT Phone: Amaldo.femandez@dot.state.fl.us RemarkslComments: Project Contact Status Type Expressway E•Mall: 305-470-5238 Project Description TRAFFIC OPS IMPROVEMENT Enhanced enforcemen HC)V by F i orH ci, W 3 cah # 3 Project No. 0T4040801 Contact Person: Location: from POST CONSTRUC. EVALUATION to Comments: Project Name SR 9A/I-95 Contact Phone: RemarkslComments: Project Type Expressway Contact E•Mail: N/A Status Project Description ITS FREEWAY MANAGEMENT # 4 Project No. OT4124731 Project Name SR 51BRICKELL AVENUE Project Type Arteriall!Colfector Road Contact Person: Location: from FROM S OF S.E. 25TH ROAD to TO S.E. Comments: Contact Phone: 4TH STREET RemarkslComments: Contact E-Mail: N/A Status Project Description 'RESURFACING - ;, # 5 Project No. DT4124811 Project Name SR 90/SESW 7 STREET Project Type Arterial/Collector Road Contact Person: Location: from FROM SR 51BRICKELL AVENUE to TO Comments: Contact Phone: Contact E-Mail: N/A SR 901S.W. 8 STREET Status RemarkslComments: Project Description jRESURFACING ti I # 6 Project No. DT4146231 Project Name SR 5/US-1BtSC BLVD Project Type Arterial/Collector Road Contact Person: Contact Phone: Contact E-Mail: N/A Location: from FROM S.E. 2ND STREET to TO N.E. 5TH STREET Status Comments: RemarkslComments: Project Description httpJ/gisims2.co.miami-dade.fl.us/MyNeighborhood/MPO_Detail.asp?ProjType=ALL&... 11 /29/2004 .. .Laca aaa vc. t�.vu s auiaa,._...a"s, as I1LJ) ., ..,�. rag t-:. RESURFACING ,.a # 7 Project No. DT4146331_ Contact Person: Location: from FROM N.W. 12TH AVENUE to TO N.W. Comments: 3RO Project Name SR 968/W. FLAGLER ST Contact Phone: AVENUE Remarks/Comments: Project Type Arterial/Cotlector Road Contact E•Mail: N/A Status Project Description IFLEXTLE RFCC)125Ti7PA�'EMENT AH # 8 Project No. DT4146341 Contact Person: Location: from FROM SR 5/US-1 to N.W. 3RC) COURT Comments: Project Name SR 968/NEINW 1ST ST. Contact Phone: Remarks/Comments: Project Type Arterial/Coliector Road Contact E-Mail: NIA Status Project Description RESURFACING y # 9 Project No. 0T4146461 - Contact Person: Location: from FROM N.W. 24TH AVENUE to TO S.W. Comments: 4TH Project Name SR 90/SEISW 8TH ST. Contact Phone: AVENUE Remarks/Comments: Project Type Arterial/Collector Road Contact E-Mail: N/A Status Project Description RESURFACING ._ # 10 Project No. PW000318 Contact Person: Hiahway Planning Location: from SW 25 Road to SW 15 Road Comments: Project Name South Miami Avenue Contact Phone: (305) 375-2913 Remarks/Comments: Project Type Arterial/Collector Road Contact E-Mail: N/A Status Project Description Traffic Calming Measures, Curbs and Sidewalks # 11 Project No. TA0000003 Project Name Urban Corridor Project Type Transit Contact Person: Roosevelt Bradley Contact Phone: (305) 375-2597 Contact E-Mail: Rbrad ey@miarnidade g Location: from Various Locations to Various Locations Status Ongoing Comments: Remarks/Comments: Project Descriptioi Corridor development People's Transportation Plan - Flagler MAX service west Miami -Dade to Close ;. http://gisims2. co.miami-lade. fl.us/MyNeighborhood/MPO_Detail.asp?ProjType=ALL&... 11 /29/2004