Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Traffic Impact Analysis - Part II
• Signal Timings • • • • • PATTERN SCHEDULE FOR 2257 CORAL WAY & SW 1 AVE FOR DAY # 4 (SECTION 211) TIME PT OFF EWW F Y NSW F G Y S Y M CYC MIN: 13 7 8 1 0 20 35 59 7 4 7 8 1 4 6 90NITE 6/0 600 4 35 29 7 4 7 8 1 4 60OFF PEAK 700 6 0 29 7 4 7 8 1 4 60AM PEAK 800 1 0 29 7 4 7 8 1 4 13 60AM PEAK, 900 5 35 29 7 4 7 8 1 4 60OFF PEAK 1330 2 35 29 7 4 7 8 1 4 13 60AFT SCH 1430 5 35 29 7 4 7 8 1 4 60OFF PEAK 1600 7 38 26 7 4 7 8 4 4 60PM PEAK 1800 4 35 29 7 4 7 8 1 4 60OFF PEAK 2330 20 35 59 7 4 7 8 1 4 6 90NITE 6/0 PATTERN SCHEDULE FOR 2256 CORAL WAY & MIAMI AVE FOR DAY # 4 (SECTION 211) TIME PT OFF EWW F Y R NSW F G Y R S Y M CYC MIN: 19 10 10 1 0 20 36 22 10 4 1 7 10 1 4 1 6 60NITE 6/0 600 4 36 23 9 4 1 7 10 1 4 1 60OFF PEAK 700 6 10 23 9 4 1 7 10 1 4 1 60AM PEAK 800 1 10 23 9 4 1 7 10 1 4 1 13 60AM PEAK, 900 5 36 23 9 4 1 7 10 1 4 1 60OFF PEAK 1330 2 36 23 9 4 1 7 10 1 4 1 13 60AFT SCH 1430 5 36 23 9 4 1 7 10 1 4 1 60OFF PEAK 1600 7 36 23 10 4 1 7 9 1 4 1 60PM PEAK 1800 4 36 23 9 4 1 7 10 1 4 1 60OFF PEAK 2330 20 36 22 10 4 1 7 10 1 4 1 6 60NITE 6/0 0 • • FDOT Adjustment Factor Frint Dale: JUBANI LULI4 rion aa vepartment of Transportation Transportation Statistics Office 2003 Peak Season Factor Category Report iiIAMI-DADE SOUTH Category 8701 • • • Week * 1 * 2 * 3 * 4 * 5 * 6 * 7 * 8 * 9 * 10 * 11 * 12 * 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 Dates SF PSCF 01/01/2003 - 01/04/2003 0.98 0.99 01/05/2003 - 01/11/2003 1.00 1.01 01/12/2003 - 01/18/2003 1.01 1.02 01/19/2003 - 01/25/2003 1.00 1.01 01/26/2003 - 02/01/2003 1.00 1.01 02/02/2003 - 02/08/2003 0.99 1.00 02/09/2003 - 02/15/2003 0.98 0.99 02/16/2003 - 02/22/2003 0.98 0.99 02/23/2003 - 03/01/2003 0.99 1.00 03/02/2003 - 03/08/2003 0.99 1.00 03/09/2003 - 03/15/2003 0.99 1.00 03/ 16/2003 - 03/22/2003 0.99 1.00 03/23/2003 - 03/29/2003 0.99 1.00 03/30/2003 - 04/05/2003 1.00 1.01 04/06/2003 - 04/12/2003 1.00 1.01 04/13/2003 - 04/19/2003 1.00 1.01 04/20/2003 - 04/26/2003 1.00 1.01 04/27/2003 - 05/03/2003 1.00 1.01 05/04/2003 - 05/10/2003 1.00 1.01 05/11/2003 - 05/17/2003 1.00 1.01 05/18/2003 - 05/24/2003 1.00 1.01 05/25/2003 - 05/31/2003 1.00 1.01 06/01/2003 - 06/07/2003 0.99 1.00 06/08/2003 - 06/14/2003 0.99 1.00 06/ 15/2003 - 06/21 /2003 0.99 1.00 06/22/2003 - 06/28/2003 1.00 1.01 06/29/2003 - 07/05/2003 1.00 1.01 07/06/2003 - 07/12/2003 1.01 1.02 07/13/2003 - 07/19/2003 1.02 1.03 07/20/2003 - 07/26/2003 1.02 1.03 07/27/2003 - 08/02/2003 1.02 1.03 08/03/2003 - 08/09/2003 1.02 1.03 08/10/2003 - 08/16/2003 1.02 1.03 08/17/2003 - 08/23/2003 1.02 1.03 08/24/2003 - 08//30/2003 1.02 1.03 08/31 /2003 - 09/06/2003 1.02 1.03 09/07/2003 - 09/13/2003 1.02 1.03 09/14/2003 - 09/20/2003 1.02 1.03 09/21/2003 - 09/27/2003 1.01 1.02 09/28/2003 - 10/04/2003 1.01 1.02 10/05/2003 - 10/11/2003 1.00 1.01 10/12/2003 - 10/ 18/2003 1.00 1.01 10/19/2003 - 10/25/2003 1.00 1.01 10/26/2003 - 11/01/2003 1.00 1.01 11 /02/2003 - 11/08/2003 1.00 1.01 11/09/2003 - 11/15/2003 1.00 1.01 11/16/2003 - 11/22/2003 1.00 1.01 11/23/2003 - 11/29/2003 0.99 1.00 11/30/2003 - 12/06/2003 0.99 1.00 12/07/2003 - 12/13/2003 0.98 0.99 12/14/2003 - 12./20/2003 0.98 0.99 12/21/2003 - 12/27/2003 1.00 1.01 12/28/2003 - 12/31/2003 1.01 1.02 MOCF = 0.99 fore: "*" indicates peak sewn week Page 2 • • Appendix C FDOT's Quality/LOS Handbook Generalized Tables & Downtown Miami DRI Increment II Transit Ridership TABLE 4 - 7 GENERALIZED PEAK HOUR DIRECTIONAL VOLUMES FOR FLORIDA'S URBANIZED AREAS* UNINTERRUPTED FLOW HIGHWAYS Lanes Divided 1 Undivided 2 Divided 3 Divided A I00 1,060 1,600 Level of Service B C D 340 670 950 1,720 2,500 3,230 2,590 3,740 4,840 E 1,300 3,670 5,500 STATE TWO-WAY ARTERIALS Class I (>0.00 to 1,99 signalized intersections per mile) Level of Service Lanes Divided A B C D 1 Undivided ** 220 720 860 2 Divided 250 1,530 1,810 1,860 3 Divided 380 2,330 2,720 2,790 4 Divided 490 3,030 3,460 3,540 Class II (2,00 to 4.50 signalized intersections per mile) Level of Service Lanes Divided A B C D 1 Undivided ** 100 590 810 2 Divided ** 220 1,360 1,710 3 Divided ** 340 2,110 2,570 4 Divided ** 440 2,790 3,330 E 890 **a *4* .** E 850 1,800 2,710 3,500 Class III (more than 4.5 signalized intersections per mile and not within primary city central business district of all urbanized area over 750,000) Lanes Divided 1 Undivided 2 Divided 3 Divided 4 Divided A 4* ** ** ** Level of Service 8 C *• 280 650 1,020 1,350 ** ** ** D 660 1,510 2,330 3,070 E 810 1,720 2,580 3,330 Class IV (more than 4.5 signalized intersections per mile and within primary city central business district Man urbanized area over 750,600) Lanes Divided 1 Undivided 2 Divided 3 Divided 4 Divided A 4* ** 4. 4* 8 44 *. ** ** Level of Service C D E 270 720 780 650 1,580 1,660 1,000 2,390 2,490 1,350 3,130 3,250 Interchange spacing _> 2 mi. apart Lanes 2 3 4 5 6 FREEWAYS Level of Service A B C D 1,270 2,110 2,940 3,580 1,970 3,260 4,550 5,530 2,660 3,360 4,050 4,410 5,560 6,710 Interchange spacing < 2 mi. apart Lanes 2 3 4 5 6 A 1,130 1,780 2,340 3,080 3,730 6,150 7,480 7,760 9,440 9,360 11,390 Level of Service 8 C 1,840 2,890 3,940 4,990 6,040 2,660 4,180 5,700 7,220 8,740 i) 3,440 5,410 7,380 9,340 11,310 E 3,980 6,150 8,320 10,480 12,650 E 3,910 6,150 8,380 10,620 12,850 NON -STATE ROADWAYS Major City/County Roadways Level of Service Lanes Divided A B C D 1 Undivided ** ** 480 760 2 Divided ** ** 1,120 1,620 3 Divided ** ** 1,740 2,450 Lanes Divided 1 Undivided 2 Divided Other Signalized Roadways (signalized intersection analysis) Level of Service A B C D ** ** 250 530 ** ** 580 1,140 E 810 1,720 2,580 E 660 1,320 BICYCLE MODE (Note: Level of service for the bicycle mode in this table is based on roadway geometries at 40 mph posted speed and traffic conditions, not number of bicyclists using the facility.) (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine maximum service volumes.) Paved Shoulder/ Bicycle Lane Coverage 0-49% 50-84% 85-100% Level of Service A B C ** •* 170 ** 130 210 160 380 >380 17 720 >210 *** E >720 *4* 4*4 PEDESTRIAN MODE (Note: Level of service for the pedestrian mode in this table is based on roadway geometries at 40 mph posted speed and traffic conditions, not the number of pedestrians using the facility.) (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine maximum service volumes.) Sidewalk Coverage 0-49% 50-84% 85-100% A * * * * B ** ** 120 Level of Service C D 330 •• 520 590 >590 BUS MODE (Scheduled Fixed Route) (Buses per hour) Level of Service Sidewalk Coverage A 8 C 0-84% ** >5 >4 85-100% >6 >4 >3 D >3 >2 8 810 990 **4 E >2 >1 Source: Florida Department of Transportation 02P22/02 Systems Planning Office 605 Suwannee Street, MS 19 Tallahassee, FL 32399-0450 bttp://wwwl1 myflorida.com/plafaing/systetns/sm/los/default.htm ARTERL4.LINON-STATE ROADWAY ADJUSTMENTS DIVIDED/UNDIVIDED (alter corresponding volumes by the indicated percent) Lanes Median 1 Divided 1 Undivided Multi Undivided Multi Undivided Left Tutus Lanes Yes No Yes No Adjustment Factors +5% -20% -5% -25% ONE WAY FACILITIES Increase corresponding volume 20% *This tsbk dots not caesttrate a oaks d end shoeld bt used only far general Mean applications The computer models Bars which this tibia is derived should be used for more specific ping spptiatiaes. Tat table tad deriving earopuset models should ant be need for cenider or imesectivn design, where more refined tmhnigoa exirc Velum shown are hourly directional volumes for levels of service and LTV for the .usmobikhntck modes smear specifically stwd Level of service letter pade itasrhohte ere probably not comparable across mode end, thaefore creme modal comparisons should be made with caution. Fortbesmse, combining lasts of service of differing modes Was one overall roadway levet of service is not recommended. To convert to annual mums daily traffic volumes, them volumes must be divided by appropriate D Tod K tecsrs. The table's input value defaults and level of novice criteria appear on the following pogo, Calculations are baud on planning applications of the Highway Capacity Manwt, Bicycle t.05 Model, Pedodriad L05 Model end Transit Capacity and Quality of Service Manual, respectively for rise tutomobfklrrack, bicycle, pedestrian end bus modes. "'Cannot be achieved ming table input Mir deSott.. ...Not applicable for that level of service tenet Made. For subtmobile tntek males, volumes meter than level of service D become F because interasetioa capacities have been reached For bicycle and pedestrian modes, the level of aesviee Ma grade (including F) is not scbiev ble, became there is no maximum vehicle volume threshold using table input value def*ulta 97 • • s LEVEL OF SERVICE TABLE CLASSIFICATION FOOTS 2002 QUALITY / LEVEL OF SERVICE TYPE A B C D E CLASS 4 ARTERIAL 1LU 0 0 270 720 780 2LD 0 0 ` 650 1580 1660 3LD 0 0 1000 2390 2490 4LD 0 0 1350 3130 3250 [1] PERSON TRIP LEVEL OF SERVICE A B C I 1 0 0 0.35 0.92 1.00 0 0 0.39 0.95 1.00 0 0 0.40 0.96 1.00 0 0 0.42 0.96 1.00 MAJOR CITY/COUNTY ROADWAYS (NON STATE) 1LU 0 2LD 0 3LD 0 0 480 0 1120 0 1740 760 1620 2450 810 1720 2580 0 0 a 0.59 0.94 1.00 0 0 0.65 0.94 1.00 0 0 0.67 0.95 1.00 OTHER SIGNALIZED ROADWAYS 1LU 0 2LD 1 0 0 250 580 530 1140 660 1320 0 0 0.38 0.80 1.00 0 0 0.44 0.86 1.00 Source: FDOT's 2002 Quality/Level of Service Handbook NOTES: [11THE PERSON TRIP LEVEL OF SERVICE IS DERIVED BY DIVIDING THE FDOT'S 2002 LEVEL OF SERVICE BY THE LOS E FOR EACH TYPE OF ROADWAY. • • Pam 1 4416 2014,r 200t ROADWAY PROM To IIIMCAYIE ML90 NE $4 STREET NE 46 STRET NE 41 STREET 1-195 1.416 NE 30 STREET NE 30 STREET on 20 STREET 1E 20 STREET 146 20 STREET NE 20 STREET NE II STREET NE 10 STREET NE 15 STREET NE 16 STREET NE 14 STREET NE, 14 STREET NE 13 STREET NE 13 STREET kips 1-305 NE STREET NE 6 STREET 44E 3 STREET NE 3 STREET 11E 1 STREET NE 1 STREET SE 1 STREET SE 1 STREET 6E 2 STREET tE 2 STREET SE 4 STREET 110 0101060.1111103104. 45050E NE 20 STREET NE if STREET NE 11 STREET NE I4 STREET NE 14 STREET se 13 STREET NE 13 STREET 1405 1-305 NE 3 STREET NE 3 STREET NE 1 STREET ?E 1 STREET FLAMER STREET FLAOLER STREET 5E 1 STREET SE 1 STREET SE 2 STREET SE 2 STREET SE 4 STREET 9E 4 STREET S9 4 STREET SE 6 STREET 9W 13 STREET SW 13 STREET SW 15 ROOD SW 16 ROAD RIC ENSAGRER CONY isasisasisssisisisssagisasasas5 ss s6 NO SS NO se Se SS 9S SO se 66 SO N8 56 N6 Se NM se NO S6 19AM AOOP- 701 LOS E E E E 0 E E E E E E E E E E E E E E E E E E E 5 E E E E E E-1 W E E E E E E EIW E-1W E-1W E-1W 1.1w E4W 111 nu ROADWAY WANTS LE LS LS LS LS 1.5 HS 10 443 44S H5 446 N6 NS 419 HS La 48 446 HS 70S HS HM I4S 149 616 NS HS I40 L6 1eta 1,11E 1,11a tits t4t0 1,11E 1,sta 1,610 1,750 1,710 1,750 1,750 1,750 1,730 1,750 1,750 2,540 2.16E 2.66E 2,510 3,140 2.51E 3,140 3,14E 3,14E 3,140 3,140 3,140 3,140 3.140 704E 1,016 10015 1,616 1.015 1,019 1015 3070 3,070 3.070 3,073 3.070 2.070 3,770 1,700 2,660 1,70E 1,70E 1,700 1,700 1,700 1,700 TAMLM 21.A7 002210601 WARM DM IIPOATS 140105074.TIUP v012540e AND CA►ACRY EMSI016 R1015 WT11 1. R4Y fly 141 PI sesemsr Exam 016404211 VOLUME 119115061 1111110.111.14 OW. TR, VOLtMIIM . 1.4 a4PAarW 2,501 2,055 2,515 2,501 7.65E 2,010 2181 2A99 2,500 2,003 2.100 2,500 2100 2,500 2.600 2.10E 4,065 4,6* 4,011 4,001 5124 4,00e 6,024 6,024 5,024 5124 5,024 6,554 1,064 1,054 3214 2,664 2.564 2,104 2,114 2,664 2,564 4,112 4,112 4612 4.912 4,912 4112 0,032 2,770 4.056 2.720 2.723 2,720 2.72E 2.72E 2.720 1,021 t160 1,431 2.04E 1,334 1,569 1,334 1,619 1,111 500 1,405 170 1,756 1252 1,674 0111 1,174 910 1,731 1,107 1,472 1.601 11116 749 1,001 744 1,047 141 1,147 111 1,907 ?Si 512 731 512 731 512 1.127 171 671 071 17t $71 971 1,117 1,340 710 1,341 403 1,471 610 1,304 1.421 2.5110 2,003 2,564 1,111 2.225 1,56E 2.256 2.061 1,244 2247 1,351 2.463 1,753 2,344 1,257 2.344 1,217 2.423 2,376 2005 2,1011 2.374 1,044 2,374 1,044 2,60E 1201 2,1N 1206 2,530 I¢26 hi Ann 717 1,022 717 1,571 930 930 130 031 930 131 1,176 1,676 1.114 1,013 644 2,0111 1,134 t110 1,467 300 663 2 1,000 671 1200 971 lt9 1,664 553 1,442 337 1,047 45 1,613 1,702 2,60E 1,673 1.72E 3.010 1110 2.800 0110 235E 3.91E 2.430 3,111 2.435 SA79 734 1.561 1117 1191 1187 1,001 1117 3.334 3,673 3,973 3,173 3,173 1.973 5,013 tots 2,220 1,10E 937 1,878 164 1,184 110 0.49 0.10 0A6 0.50 045 0.77 445 0.77 0.14 0.45 an 0.40 0.66 0.13 064 0.41 0.57 0.31 0.51 0.01 0.40 0.64 0.47 0.21 0.47 021 0.51 024 0.51 O .24 0.7E 0.40 026 0.40 028 0.40 021 032 0.11 0.15 O .19 0.19 415 0.16 EAR OAS 0.41 041E 031 41.71 042 O .7E 0 0 D E C 0 0 0 E 0 0 0 E 0 E 0 O 0 0 0 0 0 0 12 0 12 0 0 0 C 0 O C 0 1: 0 1: 0 C C C 0 C 1: 0 0 0 0 1 0 0 0 120 920 920 156 020 f20 1,472 2,252 1,472 2252 1,472 2,252 1.40 2244 1121 1,106 1,70E 2,400 1,706 2,446 2,406 1,70E 1,796 2,46E 2,416 7,Z6 3,434 301 710 713 7t3 616 1.070 1.07E 1,070 1,330 662 1,310 1.349 1,340 556 355 555 301 305 300 300 1HI RAIL ■*MTNIP OAMi5T e LOOP 100 I50 410 900 900 1160 100 950 010 010 000 100 7,440 1,440 1,440 1,440 1,440 1,440 2.500 400 450 490 440 919 960 1,440 1,440 1,440 1,440 2,100 100 1,620 160 t,920 990 IM0 1,443 1,463 1,413 1,413 020 12A 020 020 i20 020 1,472 2252 1,472 2,252 1,472 2,252 2.420 3,20E 1,116 700 2E,616 3,446 2,151 3,446 3,446 24936 21116 3,446 3,520 3,96E 4,974 1,744 2.220 1,44E 2,50 713 713 400 000 410 1,550 24039 2,030 2,77E 1,052 1,440 2.756 4,221 2,305 2,411 2A99 3,945 2.720 2.721 306 306 T1M r7 PommOII.7 it VOL161E ME1R11• 1001110. MN NOV010 RAT, 100 243 166 243 310 246 623 416 523 41$ 523 414 442 313 670 405 762 605 746 416 397 304 677 411 157 314 1.101 01 167 11M 11S 14 306 254 2A1 234 00 351 370 366 115 240 119 1118 20 130 22 lai m aasstatasatmt 22 21 22 21 100 131 111 114 114 151 151 164 3W 1114 300 5 97 23 70TN. 1741111007 POE roLy515 271 182 271 6n 150 243 199 243 531 246 623 416 523 416 522 411 416 436 722 636 701 566 702 551 426 451 795 650 740 450 1,100 141 213 is 203 TRA41 MP /MN7 PE*10014 PORION Mi6 T15P cAPAarrr_r stagy 110 114 22 110 22 334 304 420 343 202 114 602 621 529 475 MO 1,171 117 111 131 22 751 177 751 377 511 172 945 113E 940 1,531 940 1,ME 1,943 2,773 1,215 2230 1.170 2147 1,074 2.005 3.014 2,215 1,011 2.167 3,191 3211 3,004 BIOS 1,927 1,317 2177 515 514 461 511 466 1.216 1,645 1,110 2,421 1,710 1,326 2,264 3,705 4,777 2,011 2218 2,77$ 2,20 1114 111 214 3,51E 3044 3,51E 3,516 3,010 3,116 6.052 6221 1 4, 6,762 7,642 11,7112 7,642 0470 6,712 7,M0 1,470 5.950 5.99E 9,106 0,770 7,244 6,404 6,144 3217 3207 3.014 M,134. 6042 7602 6,504 6,352 7,65E 10.2513 1Marr RT 0RR90N 1N! VOLUM 16,ffi6 i.662 5,700 448 6,4411 3.® 3,021 1,596 2,53E 2.172 3.107 2207 2,473 2,391 2.641 3204 1162 2.770 1,774 2.640 2,100 3.50 1126 3,140 1,041 3215 2,027 2,473 256E 3,142 1103 3,114 T.4f4 3,701 1,340 2,67E 1,211 2,733 1221 936 1,046 127 1,045 1,051 1,112 1,36$ 1,214 1,141 1.063 1A41 1,4*0 2.206 2.361 1,714 3,054 1.311 7041 1272 t3132 2210 093 1,644 711E 1,001 1,343 1177 2,507 1,010 3,31E 1,61E 3,275 2,250 3,620 1,722 3,743 3,141 5.010 3,64? 4,61E 5,037 4,203 4,645 0,147 6,031 7,196 1.132 5,424 4,365 5.101 3,411 2,070 2,461 2,011 2.7f1 2,079 3,003 4,900 6,501 0311 6,703 6200 1727 9.711 5,121 4,231 110 3,115 4,010 2,9M 1,754 1.064 0.411 4742 4651 0.514 0.676 0*40 0R47 0.513 0.750 Dais 0146 0.361 0214 0.114 0.540 4324 0.404 0146 0.475 0.3M6 0267 0371 6.414 0.1111 0.341 0.172 0.700 0199 0.307 0.4141 0.446 0.37E 0254 5.341 0231 0341 0254 0253 0.1E 0.107 0.106 0.101 0.1M 0142 4471 0.307 0374 0460 11210 0.929 0.53E 0201 c 0 1: 0 C 12 c C 0 0 0 D 0 0 0 12 0 C 0 13 c 0 0 1: 0 C 0 1: 0 C 0 13 C 0 12 0 C C c 1; C C 1: C 0 0 0 O 12 0 0 0 N 05 SOURCE: METH AND SOf4AN9, P.A. Ni 111716ITARILESNIMNT95X.Wlu Fop 2 41 5 M 2M1Na*2004 II0M1wA1 �R-171VlfA1[ ro TA 004817001 54168608011040E PER1016.T1* VOLU016 NR►wAIVIT 90161940 C0N01110111 W1TR01 • NE 17 STREET NE 14 STREET NE 14 STREET 1-314 1-306 NE 6 STREET NE 6 STREET FLAMER STREET FLAOLER STREET SE 1 STREET SE 1 STREET 8E 2 STREET IL 1140M A111NR4,161419 AVOWS NE 20 STREET HE 17 STILT NE 17 STREET NE 14 STREET 7E 14 STREET NE 6 STREET NE 6 STREET NE 4 STREET NE 4 STREET FLAOLE4 STREET FLAMER STREET SE6 STREET SE 6 STREET SE *STREET SE 4 STREET SW 12 STREET 6W 12 STREET SW 13 STREET 8W 13 STREET SE 15 ROAO IIY1t 44011211 NE *STREET NE 7 STREET NE 7 STREET NE I STREET NE 1 STREET FLAOLE4 STREET FLAMER STREET 6E 2 STREET SW 1 AVOW N. MOATS AVENUE 5W 7 STREET Iw 7 STREET SW 6 STREET SW 0 STREET 84113 STREET NW 2AVENUE NNr 11 STREET NW 4 STREET NW 9 STREET NW 6 STREET NW 4 STREET PAV S ST/1EET TAN 5 81REET MN STREET 141/ 3 STREET NW 1 STREET MN I STREET SW 180408 SUN 1 STREET Ew 2SITEET SW 2 STREET SW 7 STREET Sw 7 STREET 4w 6 STREET SW4STREET SW11STREET SW 11 STREET SW 13 STREET IW 43 STREET iw46R0A0 SOURCE: KERN AND 904/ARS, PA. NO NO NS NS SS 35 5S 88 SS SS 70 NS NS 144 SS NS 51 NO Se N1 SS 35 S S SS SISEMiliMiniii$511358431 111 6YAN AOOP- TED 3oRRr9 L06 T1P1 E E E-IW E-tw E•tW E-t11 E-1 W E-1 W E-IW E.1w 6-1w E-TW E-IW 4-1w E-I W ENV E E E E-1 W ERN E•18 E E E E E E E E E E E E E E E E NS 045 045 NS 115 NS HS HS NS LS Rq N3 115 045 NS 148 NS HS 1.8 LS in 4 PI i5'-- PI PE II -TRIP F1846T1* 1111 11011011411 V 11011 111v4 � F 1161 CAPAcort 1.6 . V0LV6L. ,fir , 440 600 1,280 0 0 1.340 R.00 1100 1,280 0 0 1,260 000 3.070 4,912 1,143 1,400 3,312 0.33 3,070 4,512 569 131 4,073 0.17 3,070 4,912 500 535 4,073 0.17 3,03E 4,012 5M 536 4,073 0.17 3,070 4,912 519 /36 4,073 0.17 3,070 4,912 342 510 4,363 014 3,070 4,012 312 ip 4,303 0.11 3,070 4,4t2 NO 511 4,30 0.11 3,070 4,412 400 560 4, 0.11 2,040 3,284 400 460 3,704 OTT 3,070. 4,012 1,44 4.407 3,455 0.30 2,040 304 1,041 4,467 1,607 045 2,040 3,264 1,003 1,530 1,734 047 2,240 . 3,204 1293 1,530 1,734 0.47 S00 1240 306 431 646 0-34 600 1,740 80 4 1.1M 0.07 1,700 2,720 176 244 2,474 Oa 1,700 2,720 440 620 201 0.23 4.700 2,720 171 246 2,474 0.00 1,700 2.720 440 129 2,081 023 600 1,240 476 246 LA34 0.19 1.700 2,720 440 521 2.061 0.23 1,01E 2.564 176 244 2,334 0.10 1,111E 2,544 446 030 406 0.24 3,070 42112 1,003 1,404 3.50 029 2,040 3,314 1,003 1.404 1,6M 0.43 2,040 3,254 779 1,061 2.173 0.33 800 1250 252 353 627 026 600 1,210 207 290 488 023 800 1,200 700 NO 0.77 500 1.2000 250 383 64Y 0,26 MO 1,344 � 363 30 34 304 0.27 0.73 840 1,344 700 ISO 34 a,n 1A 0 1,3344 � X3 960 NI 1,604 0.27 033E 1,61E 2,564 7240 700 9960 1,004 617 Q 336E t 0000 1200 2.54 254 W1 30 947 917 1,617 021 0.37 1,61E 2,344 652 953 1,671 0.3E 800 1,200 181 667 343 076 000 1,280 462 913 307 0.71 1,11E 2,44 411 947 1.917 037 1,816 R064 652 913 1E71 0.35 500 1,290 652 913 347 0.77 1 900 1,200 401 657 313 0.76 100 1,240 652 013 317 0.71 1,014 2,514 216 302 2,282 0,12 1,61E 2,524 242 305 2,180 0.1E Te r+0 1111 R0441161AV 1171 07001 ESL TOTAL FSN.111/ 4111111410 101111111:111111 1444N642 T GVA0Ir 0N+ 4 OA9Aatr rr1A6.1i1! A A 0 C C C C C c 0 1) 0 0 12 c c c c C C C 0 1,228 1,250 2,114 2,114 534 155 154 1511 834 534 534 534 790 316 315 1.47E 640 1,074 1,674 024 1,674 424 114 624 150 156 440 440 150 500 1,440 1,440 4,44R 950 1400 990 460 940 1,413 1,463 1,463 2025 2025 2,62E 2.92E 2025 2605 2,82E 2225 2,92E 2 2,42E 1,463 2.625 1,483 2.425 1,443 2.02E 1,463 1,413 1,40 1,483 1,443 1,413 1,443 1,463 1.443 480 480 2,106 214/ 3.364 3,354 1.074 158 451 1010 1,667 1,667 534 4,419 406 4,IIp 950 2,925 2026 2.926 2,22E 2,18E 2,22E 634 3,456 2,62E 3,240 1,77E 41011 1,173 4.5011 1,40 4,010 2,06? 1,474 624 154 43.4 1,403 4,403 1,413 1,010 1,4113 1,610 1,463 1.413 11RAN T 559490E0414 mew 51040- 11111410- E SOWER RM. 434 570 405 4 4 62 63 251 56 167 167 136 11 14 143 792 782 96 410 53 46 03 44 47 91 74 101 114 144 164 112 240 543 553 563 1204 543 1,266 513 1,254 543 1,26E 1140 444 092 664 002 810 442 NS 201 02 291 4112 274 4R2 276 802 11! TOTAL yoMIS 512 411 4K 479 174 4 210 322 323 2S1 705 904 904 22 1201 613 1.266 013 1,254 513 244 1,901 1,0110 520 710 1,64E 834 1,46* 612 1,41E T67 419 43 46 92 241 112 261 468 270 948 274 4102 TRANSIT 665 611 1710.710 !•ilO66011 MOO i:61! 7TRIP/ SNOOTY 400 44 1,474 1,706 241116 3,076 1,200 112 1,360 1,07E 1,674 203 3.04 3.741 3,761 47* 1,058 2,412 11617 2,412 /.567 2,412 281 1,60E 1,236 Z420 1,010 3,252 1,131 3,131 771 3,131 4,100 1.25E S S 531 1.112 771 1,112 121 1,157 921 1,117 7r1 1,740 4,700 7,006 7.066 11.491 4244 4,444 6.016 52068 6.531 6,101 5,201 7,90 7.129 7,026 2240 2240 5,145 6,445 534E 6,446 4,205 5,46 2,54 2,564 6,44E 6.723 1.149 4,020 3y056 5.000 3,253 6,943 2.007 6,943 3.431 4,268 1,904 2,08 1,904 2,54 2184 2,743 2.743 4,047 4.203 2743 2,486 2743 2,743 2,584 2,864 910040404 F65wrnr 711, 4041.4 t 0 0 2,112 1.7rf0 1,000 1,316 1,013 683 583 108 810 60 1,706 2,252 2.434 2,434 513 177 1,512 1,142 1,604 1,142 1.504 1,142 244 120 1450 3.30E 3,751 1,173 1250 2,53E 1,114 2,44E 1,060 2,44E 1,160 1,368 466 1,026 461 967 913 1240 1,10E 1,244 1241 1,243 1,811 1243 1206 302 385 664oentr renissup 030311116 CAPACITY 1,760 t,740 4016 5,776 4.804 7,142 6,673 4.516 4,51E 1,722 6,027 4,371 3,726 6,431 3,0E 6.405 1,7R7 2253 4,133 4,603 4,141 4,503 2,701 4,603 2330 1,855 3,796 3,410 3,40E 3,347 2,001. 3,652 2,055 3,40E 1,752 3,406 2,264 200 1,444 42172 1,444 1,617 1,671 1,46E 1,131 2,780 2512 4,500 1206 4,500 1,13E 2,242 2,151 41800660rr *B4r0N 71161 WC L43S 0.030 OAOU 0294 0.108 0.176 0.151 7 0.50E 0.109 0.124 0.120 Alp 0.114 0203 0.307 0.307 02211 0.070 024E 0203 0.216 0232 0.364 0262 6094 0343 0303 0.462 0.44* 0280 0.343 0.414 0310 0.412 0.370 0.412 0.30E 0329 0130 0.316 023E 0.374 0.363 0.453 0.61E 0.301 0.>0 0.463 0661 040 0103 0.117 0.153 A A 0 c C C C C c 0 C 11 0 C 0 0 0 0 0 0 0 0 0 0 O C 0 C D 0 0 0 0 0 0 0 NATRAPPAMPROJECT92601516710TMILE90110010.5054 ROADWAY NW To 14W 20 STREET NW 17 STREET NM 17 e1R6ET NW 14 STREET NW 14 STREET 14W !STREET NW 9 STREET 24N 5 STREET NW 5 STREET SW 1 STREET NO ZS STREET NE 2 AVENUE N.11426 AVENUE N. 141400 AVENUE NW 3 AVENUE NW3 AVENUE 144 NE 15 STR6E7JAaNETTAN 06W7 51SCAYNE 15LA161 SAVa1611TE OOVE 5147*040 4E COVE SSCAYNE aLVO 575CAY11E SLVO N. WW1 AVENUE NE14STREET 5AY8140RE DANE 7*306YNE BLVO 0i5OAYNE 5LW !4E 1 AVENUE NE 1 AVENUE N WAS AYEN1JE N RAW AVENUE MN 2 AVENUE NW 2 AVENUE NW 3 AVENUE NH 3AVENUE 1.15 is 11 STREET 1403AVENUE 145 is is *TOW NW 3AVENUE 1415 NE 661EEE7017ET 0016,EAARa E. OF PORT HERM 1115CAY5E ONO 5SCAYNE *LVO NE *AVENUE NE 1 AVENUE N HAMS AVENUE N WAN AVENUE 14W 1 AVENUE NM 1 AVENUE NW 1 Cr NW 1 CT NW 2 AVENUE 1802 AVBIUE 16413AVENU PIN AVENUE 105 5 �t�3f�il8i ES V46 E5 We ES We Ea we E6 We ES W6 WS Es Ea WS We WO WE WS We Wa We Waal MOP. TEO 406, E E E E E E E E E E E E-1W E-4W E E E•1W E-IW E.1W E.1W E.1 W 67W E4W ttl T0P6 L5 12 LS LS 15 LE La L5 LS LS LS LS LS LS 13 KS 746 501 HS La LS LS 400 100 600 000 000 500 3,070 2,04E 600 400 1,615 1,615 1,790 1,700 O 40 640 640 940 500 500 1,613 T,415 1,615 100 12115 000 500 O 00 600 600 600 500 2.040 2040 2, 3,1 2J 2J 2a t 2. 3; TAWS aa116rtaEE 66AM OS UPO07E Pas004.7447 mum AN110 Priarvps7rA COlpnlaws inn= • Pam 244 Pr _ Meww� a�smr3cl. P6RF7E/ 0*PA071T frIll1 1.6 4024844417 465GRM PI PER6.1N/ Y4R.0.5 41P6W 14 PI t7i 110601MY 16900E IMP -glE""tefi PI E416 *4.ner 00101017 L000■ lip {1q RAIL *45-T16M Camay L8Ap4 �w7EAlaT TOTAL t7ann PBsnl4 0665077 0EANa5 1411160.471er 7R364EIS TOT*, Mawr pins I 1178,1 ► 911411.71120 Enna 6043 141110011 7N► nialliNT 16010.77177. R11CMi CA►*i0 rn. sainnin •s10404 77s1 aEaa16 E/16060 761 CAPQ011Y MOM pq .T94 0*77* lt7 1.00... NCI Pena* tier , MDL1661 Mine Arnie 0s7E0. an MIR. RAX ,X2317111.40.1780ercien079 we we. 4250 1260 1,210 1,210 200 204 200 304 210 205 250 250 7,000 904 1,00E 02Z 022 022 C C C 55 550 194 175 361 136E 1271E 1,53E 210 71E 471 1;000 164 1,311 p o o n e 0 oae o a 5o0PQpppai4 40Papa eepaap a aeaeooa C C 0 121E 1260 4,012 200 304 1,102 210 351 1.543 104 1,000 104 3,30E 022 022 0.22 0.3i C C C 0 SW 114 114 530 114 714 140 64 10 140 56 70 419 51 M 1,531 1,3114 1,314 4,112 4211 331 304 1,543 1,413 1,06E 1,55E 3.311 C 0 C 0 3.214 1,102 1,543 1,721 0.47 0 1284 1,543 1,721 0 1.7110 1200 2.544 2084 2.720 2.720 500 411 500 401 000 411 040 667 040 657 040 667 440 513 1,744 7,107 1,10E 0.11 0.24 0.33 027 0.31 0 0 0 C 0 105 105 105 105 105 123 196 105 755 115 36 26 36 26 36 3/ 26 36 26 30 155 1117 166 107 13. .1,475 .1,471 2,779 2,77E 2,015 676 715 615 715 676 555 701 1,10E 2,004 2.031 0 0 0 C 0 21132 025 C 115 106 21 26 767 2813 715 Lao 0 1,344 1,344 204 322 421 431 In 0.32 0 45 46 24 24 21 1.34E 450 131 0 1,344 1.344 1,210 1260 340 345 112 255 471 463 256 367 n3 6E0 161 1,025 523 0.34 0.35 0-36 020 029 0 0 0 0 0 45 641 270 46 544 270 15 n 37 11 74 37 27 472 233 1.365 1,614 1,26E 1200 4M 300 A20 756 357 612E 1,340 4,064 1026 *72 0 0 11 C 0 2,504 2,514 2.501 212 106 160 707 147 224 2267 2.437 2,310 0.11 0.0E 0.0E C c 2,001 3.731 2004 2, 646 us 774 1,112 1,100 4,502 5,323 2,143 $21 3,441 4,402 C C 1010 2,664 120E 1,200 1260 1,76E 1210 5210 1200 174 140 174 750 174 160 174 172 166 244 224 244 221 244 224 244 241 274 1,0E 2,260 1,03E 1,116E 1,031 ins 1,03E 1,03E 1,00E 0.7E 0.0E 0.10 0.7E 0.13 0.1E 0.1E 0.71 021 C C C C C C C C C C 662 MN 130 130 130 130 445 445 � 102 130 130 130 130 445 445 774 231 46 14 44 14 114 142 216 234 N 14 46 14 114 142 306 444 14 116 14 111 331 303 3.204 1,062 2,714 1,410 1,410 1,410 1,725 1,72E 121E 126E 110 412 4270 254 270 253 336 366 247 274 2,71E 1,49 2.444 1,152 1.140 1,112 1,367 1,331 1,03E 1.006 c 0 C C C C C C C C 3244 100 252 3,012 0.01 C 114 174 11 7e 91 3,371 241 3.1111 C 3,2044 133 11111 3,0711 MOO C 114 714 54 54 00 3,37E 240 3.130 C 4.01E 4,0/0 4,712 127E 214 414 1,7115 932 00 2.307 3.251 0.41 020 a C 1.06E 4.00E 7,76E 112 2.307 3,204 0 C 4.0E2 0.1E C 2,61E 2010 214 214 2,Y6 7,712 1.074 6.71E C 3244 174 000 2.404 0.2E C On 2,660 3,71E in 214 403 3,30E 7,032 1,263 3,700 C 7.214 614 040 2,404 021 C 540 2.16E 3.310 141 214 300 1,05E 4,654 1210 5,424 C 3204 614 E60 2.40E 021 C 2010 2610 214 214 22116 4,144 1,074 5,01E C 3264 6/1 MO 2404 036 G 315 313 75 76 240 3.171 030 . 22544 C 3,214 014 610 2011 0,2E ' C 00 300 132 132 177 3.573 602 2,E07 G 4.012 414 110 4,012 0.1E C 300 300 132 132 177 5,221 902 4,271 C SOURCE 2E104 AND 54114AR5, PA. perstArruksoPfOIECTIOXIMITMAALURIIMATIOVAIU • 1740•4671 • 20-Nov 001 ROADWAY %154:T1;917 TO 815CAY145 BLVD 11E 2 AVENUE NE 2 AVENUE NE 1 AVEME NE 1 AVENUE NASALS AVENUE N NAM AVENUE 11W 2 AVENUE NW2AVENUE 145 N13 STREET BISCAYNE SLVO NE 2 AVENUE NE 2 AVENUE N. NAY AVENUE N. LWAM AVENUE NW 3 AVEMX 15 1 MEET *50104 E BLVD 1E 2 AVENUE NE2AVENUE NA12 AVENUE Nk2AVENUE 145 'LAMER MINT BISCAYNE BLVD NE 2 AVENUE NE 2 AVENUE NE 1 AVENUE NE 1 AVEIAUE 144Y 1 AVENUE PAN 1 AVEIA.E NW? AVENUE 14N2 AVENUE 145 IS 1 UMW BISCAYNE 8,00 EE 'AVENUE SE 1 AVENE AW 1 AVENUE 6W 1 AVENUE 64.4 2 AVENUE SW 2AVENUE 145 SE 2 S7N5Eh61WILI SISCAAY14E SLVD. SE 3AVEMJE SE 'AVENUE NE 2AVENU€ 6t 4 WRSENIIUA61.1 SISCAYAE SLVO. 55 2 AVENUE 710714367 BANASELL AVENUE SW 1 AVENE ON 1 AVEAVE 145 N 6 8TNEIT Sp0EELI. AVENUE S. MAN AVENUE 6. NAY AVENUE SW 1 AVENUE 6YYIAVENUE 145 11904114 11g90M-fl117YOLU14 AND CAPACITY 16111511,10 COMMON* MATINS TA4 PT 141 PI In PI III RI MISI11 in 91I18411/D PYILTRIP IBMS 1501011AY 54i5 ROVER NAi " ROADWAY C� 1WA019AY PION Te00S PIER 1'BILTIY7 PIISI7� TED .T WIN* TOP TRIP CAAAR.IY T 1CL0 .,,,CAPACITY f 05 Me 5M CI7*,isIA_ y*pOWS*Lc�Ao• EB E.14* 15 3,770 6,032 SU 1,375 4,164 021 C 2.1160 ES E.1161 145 3.070 4.912 151114 1,370 3234 021 C 2,11110 a E-1W HS 3270 4212 WA 1,374 3,134 0-26 C 2,110 E15 E-1W 3,070 4212 044 1,374 3034 026 C ES E-1W 1.9 3,070 4,411 1,095 1,537 2,371 0.31 D 3CI E LS MO 1,344 124 1,211 OWWe 200 1140 1,344 104 972 372 0.72 0 E9 E 440 1,344 90 126 1,216 0.00 C WS E 540 1,344 404 972 372 0.72 0 E8 E 440 1,344 GO 125 1,210 0.00 C WS E 540 1,344 OM 172 372 0.72 0 W6 E-IW tS 2.040 3,4 326 451 2,101 0.14 C 146 446 E-1W LS 2,040 3264 321 454 2,605 0.14 C 1,726 446 E-1W 1.6 5,040 3,214 671 1,221 2,036 024 0 1,201 WI E.1W LS 2,040 3,264 554 2,410 0.15 C . 3,526 WO E-150 LS 2,040 3,214 424 594 24170 0.15 C 3,525 14 E-150 118 2,640 3.764 4124 564 22710 0.14 C 3,521 NM E-1W LS 2,040 3,714 4,750 1,101 0.64 D 1,950 ES E 2,040 3.214 256 356 2,105 011 0 E8 E.140 N5 3,070 4,412 1,037 1,452 3,460 0.30 D 3,434 ES E-IW HS 3,070 4,412 1,037 1,452 2,450 0.30 0 5274 ES E-1W LS 3,07'0 421; 976 1,355 3,547 021 C 3,104 FA E-41Y 15 3,770 6.932 m4 1252 4,710 0,21 C 630 WS E-14* 118 3,770 6,0E 2,442 3,303 2.559 035 0 448 E-144 FL5 3,770 6,032 2,402 3,353 2,115 0,56 0 E-1W iW 3,070 4112 L13762,555 2,336 0.62 508 E-1W L4 3,070 4,912 1626 1,435 3,477 02 C 276 WS E-4114 LS 3,070 4,912 1,470 2,066 Z054 0.42 0 374 ES E-140 LS 3,070 4,612 1,391 1,033 2,970 0.30 0 276 ES E-IW LS am* 4,012 2,M 3,070 1242 0.63 1 110 EI E-444 La 3,770 i,0112 3,129 $90S OM 0 5T4 son 1111 TOTAL TRANSIT gaNM-TNr 0A410110 1721 T5AIN T TOTAL PEN9410411117 VELLUM Tw51RR PINS SI 161 151 946 1,726 9201 3,026 764 3,321 650 1.4a 1172 7,050 555 4,174 902 5,151 all 3,101 822 030 290 2,910 144 3,446 2,005 1132 271 24 376 210 271 ill 510 300 634 1,912 7,702 7,712 4,112 1.004 1,344 1,344 1,344 1,344 1,344 4,212 4210 4,472 6,712 6,792 1,672 5,214 3,294 4,710 13,010 4.715 1,6/2 0FR 10IkI 0001®rt 1111114011 PW-wwe REP UNDIES CAPA0<IY 1329 1, 1,374 1,110 471 472 126 072 121 172 4,761 1,361 1,244 1,510 2,311 1,477 2,496 2,147 1, 3,510 3,643 2,727 16,111 2,000 6,722 3,370 6,281 3,474 7,353 6,2113 4283 3,524 3,511 1,424 372 1,211 372 1,210 372 3,590 4,265 2,7116 S A04 5,546 4,154 2.507 2,906 7,90 10,569 5,531 5.312 5.432 5,516 4,101 3,720 3,022 13171 0.1/6 0.111 0201 0.336 0.111 6723 0A04 0.723 0.064 0773 0.123 0.141 0106 0.204 0.153 0.157 0.443 0.110 0292 0191 0.251 6.226 0.303 0 364 0.154 0241 0.429 3.010 71.403 2,3LT 8686 3.092 OA2R 0 C 0 C 0 C 0 C C 0 4 1 0 C 0 0 4 O SOURCE' SE1T4 AND 512161195, PA. RAIRANPUINVIRWECTBOP311107181TABLESOINATROLVALI • P1.Sd6 RO*A14O4V MI4Prahlti TO 116QI&L AVILMAE 3. 614M AVENUE 3. 14ANN AVENUE 6w 1 AYEIIGE SW I AVENE NM PIOA0 SR M44,11110AC RTNU t COM RAW IMANO ENTR SAYOIKIIE OWE 0541107E CONE i4 1MY AVENUE 14 IMAM WORE W6 I45 NW12AYEIAIE MN 12 4011313E NW 17 AVT44E NW11AVENUE NW27AVENUE 77N27AVENUE MV 37 AVENUE i4Y37 AV®01E NW 42 AYEMrE N442 AVENE MV 67 AVENUE 144 67 AVENUE 10w 72 AVENUE MN 72 AVENUE Epp/ 40431 NW Si AVENUE AVM AYEMIE MN 107 AVENUE CI16706304M1 04010MTM411TOR 10 ODIC/ELLAVENE 543 1-1116 OR 136 OR 131 PAN 6 STREET 4AV 6 *72*5T 4w 1 STREET 6W 1 STREET OW 1 STREET ON1STREET 2w24 ROAD OW s ROAN E. OM 14441NAY OM Os 11M UM MW Es We 123;311;iligisisl sisia$m E1 165 DM 60 me 7a NM 60 pa SO 164 1M 66 161A40 *OOP - TOO Las 1 E E E E E e E E E E E 1101111f/Olwl 141001 NI1004011SOME Ma CI1141MIrc OLIO/ 01001104E NAM 4119111111111111111 r1 PI PI PI PI alawi. poomma ROA4O4er 12440.011r R1140411101 1411/1110131110111216.61 .44r IMP* MANS 1.4 TOM CAPAOTM LS US H16 N/ NO 4I1 w HM 10 441 1,116 1,416 1,116 1.416 1,416 1415 504 1,100 6,660 SIM 1.010 Silo 11,170 4170 4*M1 6,446 0,170 4170 4176 0,170 i,/40 4440 4M10 1.2* ESN 5,140 6,00 4170 6,170 640 5.140 4004) 1010 447110 10,410 14404 10400 10a04 10UM 14400 40,OSS 4610 4.400 ta14 4664 2,3E 2,644 2,644 2.644 /a41 6.6E 4W 1.1M 41M 6,6E 13,072 13072 11.444 6,644 13,E 11072 13,072 13.072 0.N4 1.6E to* 11.244 S.SS4 0,144 SAO 13.072 13,072 4.644 4,664 42I0 4240 17,104 17,104 17,1E 17,101 17,104 17,104 17,104 17,144 17.10E 17,104 1,144 11.444 434 421 104 421 444 1,234 2,216 2.511 240 4.334 2,016 4,234 6,A00 4,773 4204 4.744 4342 4,744 4236 4.061 3.167 4422 5,447 4.11E 3,114 1,340 471O 4404 4.114 4.000 3,226 504 122E 1,367 7241 1.073 4010 410 1-7 4144 4400 6.14E 4,241 2,446 4241 2.451 1,1SS 611 1,140 640 424 1,721 3.171 3,641 3,704 44SS 3,704 SASS 4120 4,M3 4a1 4,714 6.u7 11.447 7,324 4306 4,434 4.74E 4174 7,610 4,404 7,66E 1.40E 4,2►1 4740 4104 4,316 7.41E 1.721 1.042 10,137 1.102 RAM 7,7E 6244 7.1E 4344 7264 4a77 3.104 6277 304 1A11 1.504 1,441 41*4 1,04 114 4,413 4001 4474 3.114 6.04 3.111 4,1E 4.30 31243 2.470 7,3E 0.426 4743 4,177 416E 4,403 110 1.44 0100 102 1A7M 1,313 7,312 4,2161 4.0411 2.441 4.614 4204 4047 4,742 1.646 1106 O.M6 4,6E 44M SOX 11,127 13,400 651 46111 110461/464 TRIO 0.44 023 0.46 623 024 0.17 033 037 431 0M3 0.36 043 0.42 461 441 4.70 444 0.61 024 O.M 0.46 0.74 0.11 4.1E 0,46 0.70 0,11 4M 4.44 002 0A7 0.17 0211 0.37 3.15 00 4M 4.42 444 0.42 0.44 0.42 016 022 0.41 0.57 0 C 0 0 c 0 6 c O c C c c 0 0 C C c c 0 E 0 C 0 E E M C C 0 A 0 c c c 4 0 e c 1 0 A E c PI 1 11116a * tale. 210 020 ,70 210 1,241 1,344 1,440 1.040 mancem4R4TPI Pc1 Pal 1100� Novo 111111. TOT* 7M12 1lMOO:� MOM LOAD* LOAM (CAPACITY T M61R PAL 210 M 41a 271 2Io 66 1,341 1,244 140 ful 1111 PI tin TRAMS 446111411P rover Mien llomT11R MOOR MO 1R441 711P TOP MONO TIN• Vaasa aware QAPRaRY WOLIOE 2*15*0Y " 1iq M 271 O M 140 154 2N 144 174 141 4M 410 12 3aM 1,354 1,114 CAW 0 3.144 010 2244 0277 C 2,444 1,314 1410 0444 0 7,M4 473 2.171 0.tT1 C ;6N 424 4463 0.241 c 2.614 1,420 1624 0640 0 10132 10131 S,6M LAM 4,4E tails 13612 13632 42M 4414 13.072 13,072 13A71 13072 1,6E 11.604 1,64E 4,6E 1.6E 4401 4344 11,072 13.012 11,5114 4.4E 4,240 1,240 1ULM 17,104 10,064 17,10t 17.104 17,104 17,104 17,1E 17,104 47,104 1,644 4,644 1.433 4,011 3,70/ LOW 1,701 4066 4,136 SAM 4.Y} 4,714 4007 1,147 71*5 4,346 4434 4.701 11,474 4414 7.432 4146 4,27E 4.710 1,104 4,616 7,416 1,721 12142 MOM 4742 a,1174 7261 1240 7704 7�t04 4477 3.7E 4.177 3.104 7,024 4,/13 1,671 3.411 4R74 1,1714 4.1412 4,610 3.613 2470 7,2E NAM 1,743 6,677 4140 24*1 110 1,444 414E 2,662 1,471 4.313 7,312 4!4 1.4E 2,164 41114 4,316 7.1110 6.742 12* IMO tag 0,6E 6l/6 1,100 11,127 13,400 07 2,414 031 4.30 0387 0.SS2 0.767 041f 0121 0.113 0.116 0.704 4.430 46M WWI 4466 0441 1.2* 4104 4747 0401 410E SAW IJM3 4441 0.121 0.471 0.774 427E 0311 4.4115 444E 1.42E tA1a O.42/ 4.442 0.421 0.01 2217 0.643 0201 M 0 c S 0 c a 0 6 c C c e A c c C C c 0 0 C M A E c 111 OONIIOOR TYPE* APE 411070481 W Nq THE OUICOURE8 FRt1A THE 700141143IRA710N OORIOOGIOL IOTNOOOI.Q4Y. 121 THE ADAMANT VO*CIA R CA►AQTYM 0474140114140111 TAME 21JU2. CS P161O014.170P06PNQTOM046OV110InAPPLYING A1.4Man 00QA4AMYTOTHE V9401 WI CAPACITY. 11E1.4VE31Q,EOOQPANCY14DWAIE°FROA114EQflSADOPTED tl061 FIE10VEILAMANDRULE416.007451). #41 11a 1104 040 1/2644.104R VOLUME M 04TAMEO PRaM TAM* 21.42. 161 PERM06F11iyntU41E 1412E6210 Mr APPLYOMA 1.4 maze 0cI .**I*CV TO THE VE71Q*AR CAPACITY. THE 1.4 VE4CLE POMPANO/ M 0/TAI Ed F*7MA CORPSE 4N11VE STUDY PERF4I11/1TO 1W 14E 011Y 441414. faTHE E>EEOMPMT104.4Top CAPACITY 1s010061 VMERIAOTOOCOCAIN wPROM COLUMN FL 171 114E 46614216MCP L04110 1'Rd11REhca111MT1Nr4MNi TEE 1166LA746/A11t411OEM TAME 2$A* 111 13E110246010 HFTTIPCNMgTYM0URA0E0FIM16YAMi=1414PORAmOM21611FORPM 141 1!E LOTR0610VE11 PE7O0T4111114 OAMCITY MCOMM MC* TAME 21 A4. 111E 14444EIRORAR P111404 111440MCI1YM OMTAOO62PROP UWE 2167. 1111 THE TOTALTM6i8TPM64101FTIOPMA YM0M MMIto WV AMINO MO, O5T1blbY0R.AND 1ETRORAIL0AM4CI1E4. 112ET4EPEIMOM.TIOPVOLUME P NMA1*01RAOE0PORIMTAME214/11PONAMA1p21-462 MPE TI!FTNMUII.TIOpV0UmFOR6ETROwooEI4AteMOTON*AE06TAIHE0FROMTAME21M 11111E TOTAL TR46MR MUM VOLLMMIOOMTAMM/3 AMMO MM. MIT/430034EK M0131710RA6,VOLLOE.4 11p THE TRAM FEFM016TRIPOM* 0MMaTY M040744 M71T 114,11111041211110 COL4616M31N10M COLUMN I111 111E 110114117AMMO TRIP CARACRYIOMIAOW OYA0116MTIEPO14066711P46110L4A14061INCITYIC 1UOM4130AND1HE7T7724TRAMMTPE140NCAPACI1Y(OQ.*Yi1910, maim mow TOM MUMS* OOTAN1m 1T 41044 TIE 4112004LM4 VOWS* 81 'EIMIL6.T1M* 1001116 my H11E 74 7K 1RA1a17 76111101100441E 1MOLU1MN I130. OMAN oak 114oiT►EPERI M1103LOOM540000 cOMM1s71111�®THE111MLW�W. T COMM LE2,54 tot O SOURCE: mini ADD 1044463, P.A. DATRANIDApeolasclomonwilmtAmesu 11441447L04.4 • 2041ov-200 ROADWAY BISCAYNE BLVD NE 54 STREET NE 46 STREET 1-195 NE36SIFitt r NE 29 STREET NE 20 STREET NE 19 STREET NE 15 STREET NE 14 STREET NE 13 STREET 1.395 NE 6 STREET NE 3 STREET NE 7 STREET SE I STREET SE 2 STREET NE 2 AVEI U5, R4CKEI.L NE 20 b PU 1 NE19Srrkr NE 14 STREET NE 13 STREET NE3STREET NE 1 STREET FLAGLER SImtte SE 1 STREET SE 2 STREET SE 4 STREET SE 8 STREET SW 13 STREET SW 15 ROAD NE 46 STRET 1.195 NE 36 STREET NE 29 STREET NE 20 STREET NE 19STREET NE 45SImtt1 NE 14 STREET NE 13 STREET 1.395 NE 5 STREET NE 3 STREET NE 1 STREET SE 1 STREET SE 2 STREET SE 4 STREET AVENUE NE 19STREET NE14STREET NE 13 STREET 1-395 NE 3 STREET NE 1 STREET PLAAit.ER STREET SEISTREET SE 2 STREET SE 4 STREET SE 8 STREET SW 13517ati SW 15 ROAD RICK00401404 CSWY DIR 145S4SMOS01815350515115SISPBAS NB 88 Ns SS 748 S0 SB 58 86 SB SS SB 88 N6 S8 SE S8 Ns SB Mims 40011. TED E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E420 E E E E E E E+20 E+20 E+20 E+20 E+20 E+20 E+20 E E E E E E E E FACILITY TYPE E10.T1110 4L0 41.0 4L0 4L0 4LD 4L0 4L0 4L0 6L0 8L0 41. 3L 8LD ILO ILO 0.0 2LOw 4LU 4LU 4LU 3L 3L 34 3L 3L 3L 4L a. 3L 4111 41.D 4LD AM AM PM PM PIA PM PM PM PM AM PM PM PM PM AM PM Pm P►4 AM AM AAA AM AAA AM AM PM "4 P7u1 PM coma 07/1603 09112470 083000 002930 05A11401 08493199 0007000 04i113199 0411319E 0611730 0511139 044.5101 043301 0191830 06118199 08@.ArA9 07/0300 07416100 07/0000 04125101 042S01 04125001 04r2301 0412E 01 043301 0025101 08/2090 08/16198 MOW N11996 711.01. DOWI TCWN MIAMI ORO UPDATE YEAR 2160 PERSON T4! CowoD10Ns EI03TNKA PERSON nap 1,598 2.833 2.172 3,1077 2207 2.473 2,391 2,641 3.204 1,662 2.770 L774 2.040 2,189 3.068 1.825 3,140 1,646 3,215 2.9177 2.433 2.550 3.142 1,803 3.114 1,494 3.765 1,340 2,879 12711 2,733 LT31 835 1,045 8'X7 1.045 1,061 1,902 1.350 1.264 1.141 1.003 1,441 1,480 2,206 2,361 1,794 1054 1,3111 2.161 L272 1,932 DS YR 26.. 811E PERSON TRIP 1,683 2204 2,288 3..273 2,325 2,s05 2,519 2.782 3.358 1,741 2.936 1.1160 3,107 2.306 3.249 1.934 3.327 1.956 3.406 3,101 2.576 2,711 3.291 1,679 3261 1,566 3.900 1.426 3.050 1.354 2,895 1206 861 1,101 871 1,101 1.107 2.056 1,423 1,345 1,195 4.103 1.509 1,529 2.335 2,491 1,901 3235 1,442 1,� 2.047 COi00- TTED 119 183 138 196 325 256 510 410 882 529 773 508 S20 464 445 648 1,099 834 1,313 990 842 1,283 1,136 .110 581 985 734 547 420 179 836 529 647 537 524 447 483 368 430 451 474 347 713 666� 1,153 ✓ 486 043 18T 225 174 215 MNM TOTA7. NCO P1s4sOR TRIP 1,802 3.147 2,425 3,466 2,650 2,051 3,030 3,122 4,036 2.270 3.706 2.470 3.727 2,790 4.094 2.582 4,426 2,790 4.719 4,091 3,420 3.974 4,429 2,540 4,454 2.465 4,055 2.100 5,507 1,783 3675 1.922 1.410 1,748 1,408 1825 4.564 2.546 13621 1,793 1.456 1977 1.858 2242 3201 3.644 2.387 3.879 3.278 1.522 2,262 141 FUTURE PERSON TRIP CAPACITY 3,950 3.960 3,950 3.050 3,950 3660 4,440, 0.07s 4650 6502 6,582 5.310 7.542 4642 717 0804 9.036 4,404 9,036 9.964 8,804 7.732 0,964 10,924 10,876 41,754 7,256 9,176 6,644 7,104 3.111 6,70. 6,709 7.917 7,320 0832 9,510 'zees 5A57 3,034 3,034 1610 PERSON TRIP 0.456 0.797 0.814 0.678 0.671 0.724 0.633 0.478 0.921 0.345 0.952 0.370 0.702 0.370 01128 0.360 0.650 0.309 0.604 0.453 0.343 0.564 0.573 0255 0.410 0.233 0.421 0.296 0.382 0.257 0.433 OBIS 0.453 0.570 0.414 0.530 0.300 0.380 0.271 0.225 0.231 ,114 0.177 0.494 0654 0.41. 62 0.297 0.601 0.502 0.746 C 0 c 0 0 C E E 0 0 0 0 0 0 D 0 0 0 0 0 C 0 C 0 0 C 0 0 D O 0 0 D O c c c C c 0 0 0 O O 0 0 0110.5 PNe3044 56 93 70 116 1110 166 240 209 300 2.0 202 254 315 273 240 200 412 331 749 851 457 780 495 429 532 462 300 336 292 254 91 380 312 387 345 345 299 257 197 244 244 302 441• 818 712 345 3.7 98 112 YR 2000 TOTAL PE1 60N TRIP 1,566 3,240 2.406 3,564 2.030 3.017 3,276 3.400 4,338 2,630 4000 2730 4,042 3A69 4,334 Z790 4,238 3.148 5,406 4,742 3,in 4,734 4,924 2.000 5,013 2,947 5.345 2,49E 3,080 2.037 3,186 2282 1.722 2.145 1,753 1.970 1.863 2,615 2.410 2,027 1.08 .879 2.036 2.883 3,619 4,366 2,732 4276 1,721 3,300 1.620 2,314 98 FUTURE TRIP CAPACITY AL 3,660 1960 3,08 3.950 3,050 3,950 4,448 8,678 4,356 6,582 4,360 6,602 5,370 7,5M1 4,142 7,174 8,81E 9,036 6.004 9,03E 9.984 010E 7.732 9264 10.224 10676 11,764 7,258 0.176 6,944 7.104 3.111 3,111 3.064 3.405 3,084 3.901 8,709 6.709 7,917 7.328 8.632 9,560 12,665 8.474 6.578 5,706 6.685 5.457 5.457 3.034 3.034 ,57 TOTAL P4seso9 TRIP 0.470 0.020 0.822 0.907 0.715 0.764 0.737 0.'S00 0.9W 0.304 0.920 0.415 0,701 0.405 0.677 0.389 0.711 0.348 0.804 0.825 0.388 0.698 0.837 0208 0.450 0.270 0.454 0.344 0.420E 0.203 0.448 0.734 0.554 0.713E 0.515 0.643 0.475 0.420 0.301 0.256 0259 0.275 0.273 0.212 0.590 0.4822 0,479 0.842 0.315 0.621 0.034 0.782 0 0 0 D C E 0 E 0 0 0 E 0 0 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0 C c C 0 0 0 0 0 0 0 0 0RQi A1A A%OP MAR 1.421c 2.35% 1.77% 2.94% 4.se% 3.95% 5.40% 3.11% 6.10% 105% 6.n% 3.e67c 5.93% 362% 4.66% 220% 6.06% 3.98% 11.01% 720% 4.50% 41.17% 6.40% 4.31% 4,6T% 4.33% 3.32% 4.68% 3.48% 3.66% 128% 14.5714 10.03% 12.98% 10.13% 11269, 7.88% 3.99% 2.94% 3.00% 3.33% 4.42% 1.86% 3.40% 9.55% 10326, 6.06% 5,96% 1.80% 2.06% 323% 140% TRIPS OR'EA MAI4 8% YE1N10 6sgsgssgggggoowsogsgsgsg6 YES TES YES YES YES YES NO NO NO 140 NO NO NO YES YES YES YES NO No NO NO SOURCE KEIT14 AND SONARS, P.A. NATRANPLAMPROJECT3200615711ETABLESU1MA7R1X,W9 4 • TEL, powwows MAN OR4 UPDATE YEAR 2808 PERSON Tb+ CONEfTIONS ROADWAY FROM TO NE 1 AVENUE D94 MIAMII ADOP. TED L04f FAtOI TTY TYPE MISTING LANES ANY PM COUWC DATE 111 E4S11440 PERSON YOLy�E 2006 NM PERSON TRIP NOI iJIE 131 TRIO TRIO DEY YR 2086 TOTAL PERB4TN PERSON me FUTTUUIRL� PERSON TRIP CAPA4xTY T##Tll# IR ONO PERSON T141P Y! LOS 10i INC.11 8810PRO& Plg410M YR 20M TOTAL PERSON TRIP YOLt IC FUTURE PERSON TRIP CAPACITY TOTAL [8! TOTAL PERSON TRS� P44%i. 6 A AX rVO OP:ILwCE VOLUMEYEEitiG, PROS EAT RiHEN 5% THAN 5% NE 17 STREET NE 14 STREET NE 14 STREET I-355 1-395 NB 56 NB E E E+20 2LU 21. N/A PM NSA 04125101 NM NIA 2,112 WA N/A 2212 772 756 874 772 750 3,086 1.700 1,700 6.641 0.439 0.431 0.451 0 D 0 120 104 247 692 862 3.333 1,750 1,760 8.941 0.507 0490 13.487 D 0 D EST% 5.91% 3.6111 YES YES NO NE 6 STREET NE NB E+20 21. PM 06001101 1,320 1.383 1.057 2,440 6.641 0.357 0 420 2660 6.641 0.418 0 6.14% YES 6 STREET FI.A13LER SI RF.t 1 NB E+20 3L PM 05001411 1.506 1.579 925 Z504 6.909 0219 C 337 2,641 6.668 0.326 0 3.89% 740 PLKTLER STREET SE 1 STREET NB E+20 3L PM 06101/01 1.318 1.360 935 2,315 8,069 0.267 C 225 2.540 8,909 0293 0 2.00% NO SE 1 STREET SE 2 STREET NB E+20 34, PM 05101A1 1.013 1.061 1,006 2,067 7.336 02ST C 270 2,337 7,3336 0.319 0 3.06% N0 N. MAN AVDIUEIS. MIAM6 AVENUE NE 20 STREET NE 17 STREET NE S6 E+20 3L AM 04/25001 563 579 371 950 5,044 0.186 C 106 1,110 5.044 0222 C 3.33% N0 17 STREET NE 14 STREET SB E+20 3L AM 04/25/01 553 579 339 918 5.044 0.192 C 157 1.075 5,044 0.213 C a 11% N0 NE 14 a 1 itttl NE 6 STREET 89 E+20 3L AM 04/25101 909 047 332 1,179 0507 0.101 C 191 1.370 6,507 0.211 C 2 94% NO NE 6 STREET NE 4 STREET 88 E+20 3L AM 04/2561 662 924 413 1,337 6,879 0.194 C 215 1.552 8,879 0.220 C 113% NO NE 4 STREET FLAMER STREET 58 E+20 2E. AM 04/25/01 683 025 421 1,346 5.231 0257 C 249 1.593 6.231 0.305 0 4.76% NO FLAMER STREET OE 6 STREET f 88 E+20 31 PM 04P25/01 1,706 1.769 650 2.439 5,416 0.450 D S59 2,996 , , 5,416 ! 0.654 0 10.32% YES SE 0 STREET SE 6 STREET SE Na E+20 2L PM 04725.01 2.252 2,359 449 2,808 7.683 0.367 D 346 3.153 i 7,1153 I 0Al2 0 4.5114 NO 6 STREET SW 12 S I Het 1 NB E420 2L PM 04/15101 2.434 2.549 360 2,608 9,301 0.310 0 267 3.176 9,361 i 0.339 D 2.05%, NO SW 12 STREET SW 13 STREET NB E+20 2L P44 04r20401 2,434 2.649 255 2.004 9.301 0.290 0 163 2,967 i� 0,3 4 0,316 0 1.74 /f, N0 SW 13 STREET SE 15 ROAD N6 SS E E 24.0 AM 04/17/01 513 537 216 753 2.740 0.336 D 99 062 2.240 0.3416 0 4.42% NO 177 165 134 319 2,240 0.142 C 59 376 2,240 0.161 C 2.63% NO NW 1 AVENUE NE $ STREET NE 7 STREET NB 88 E E 41.0 AM 04/25/01 1.512 1.564 00 1.044 5,645 0.211 0 31 1.675 5.645 0.297 0 0.55% N0 N6 58 NB SE NB SE E E E E E E 4L0 1L 21. 4LU AM AM AM 04/2501 04125001 04/215101 1,142 1.504 1.142 1,504 1,142 246 629 1.196 1.575 1.196 1.575 1,196 258 659 86 70 102 79 110 94 142 1,262 1.645 1,296 1,654 1,314 352 801 5,645 5.645 5,645 4,205 5,645 2,564 2,504 0.227 0291 0.393 0.233 0.136 0.310 C 0 0 C C 0 52 45 35 58 3B 64 1,334 1,1760 1.689 1,372 390 1565 5,145 5,645 5.645 4,206 5,645 2.584 2,504 0236 0.290 0243 0.402 0243 0.151 0.335 C 0 C 0 C C 0 0.V2% 0.801 1.3314 0.13% 1.03% 1.47R 2.46% NO NO WI, 140 NO NO 140 NE 7 STREET NE 1 STREET NE 1 STREET PLAIN -ER STREET 7 AMLER STREET SE 2 STREET 6W 1 AVENUE N. NAM AVENUE SW 7 STREET SB E+20 3L PM 04C,M101 1.600 1.729 164 1.692 5,418 0.349 0 143 2.035 5,418 0.378 0 2.64% NO SW 7 STREET SW 8 STREET 88 E+20 21 PM 04125101 3.305 3.482 179 3,641 6,093 0.544 0 176 3217 6.993 0.570 0 2.6311 NO SW 6 STHte1 SW 73 STREET SS E+20 2L PM 047I5101 2,761 2.913 305 3.216 6.109 0.520 D 254 3.472 6.189 0.501 0 4.10% NO S0U CE: KEITH ANO SCHNARS, PA. NATRAN9tww4ROJECTM20170167imisaussuimmexy444.4 • 20-Nor2001 e1D10 DOwarTO01 1 UPDATE YEAR 2PM PERSON TRIP CONDITIONS • ROADWAY TO 0Mt mmmmmrn mmmmmm + +mmmmmm mmIt* mmmmmmmmmmmmmmmmmmmmm gg FACILITY TYPE EXISTING AIM COUNT 111 8301111NG PERSON TRIP Pr YR 114O POISON TRIP pi Caw- TTED YR 2609 TOTAL 6410 P5810I4 FUME TUR PERION TRIP CAPACITY PI$J 69t1i PE1100N TRIP 01C41 PRO,L PERSON YR 2M6 TOTAL PERSON TRIP FUTURE PERSON "nap CAPACITY I55 TOTAL Pam![ TRIP PRO.1. AB A %0F MAX SISIVICE PROi. TRIPS GREATER THAN 5% LAMES PM OATS V61.411IE YOURE OEY. TRIP TOTAL V 1RIP YOUJIME TOTAL V L06' VOLUME YEBAID RNf AVEFROM NW 11 a i i¢t i NW 8 STREET NB 2LU PM 04/24101 1.173 1,229 435 1.564 4,515 0.368 0 202 1.686 4,515 0.413 D 4.47% NO NW B STREET 88 1,050 1.100 376 1,476 3.053 0.483 D 176 1,652 3,053 0.541 0 5.76% YES NW 6 STREET N8 21_41 PM 04/25101 2.526 2.648 374 3.022 6.979 0.337 0 112 3,134 6.979 0.349 0 1.2516 NO NW691116E7 NW5STREET 93 N8 2-0 PM 04/26101 1.19E 2.446 1,255 2.584 332 364 1,567 2,926 3230 6,167 0.400 0331 D 0 96 97 1,665 3.025 3239 6.857 0.520 0.342 0 0 303% 1.10% NO NO 88 NO 2L.0 PM 04725101 1.055 2,44$ 1,105 2.564 324 374 1,429 2.936 2,907 8,667 0.509 0.332 0 0 85 112 1.514 3,050 2,807 6.857 0.539 0.344 D 0 3.037. 128% 140 NO NW 5 STREET NW 3 Ui P1tt I NW 3 SB 1,100 1.204 332 1.536 3,427 0.446 D 96 1.634 3.427 0.477 0 2.611% NO STREET NW 1 STREET NB a. PM 04125/01 1.399 1.465 435 1.900 7,172 0285 C 167 2967 7.172 0.291 0 2,61% NO NW 1 STREET SW 1 STREET 88 NB 1L 24. PM 042501 456 1,026 478 1.075 376 506 854 1,561 1.900 2.706 0.4E 0.684 0 D 163 172 1.017 1,753 1,900 2.70E 0.535 0.647 0 0 8.567. 6.35% YES YES SS 1L 456 476 426 906 1,900 0.477 0 160 1,056 1,900 0.566 D 7.897. YES SW 1 STREET SW 2 STREET NB 4LU PM 0425101 967 1.013 294 1,307 2,554 0.506 0 150 1,457 2,564 0.564 D 5.60% YES SW 2 STREET 88 913 956 223 1,1770 2,564 0.458 0 130 1,309 2,564 0.507 D 5.03% YES 9W7STREET NS 2LU PM 0425101 1.248 1.307 398 1.703 2.743 0.621 0 247 1.960 2.743 0.711 0 9.0MA YES SW 7 STREET SS 1.805 1981 297 1.976 2.743 0.721 0 215 2.193 2,743 0.799 0 7.84% YES SW 1 STREET NB 4LU PM 0425101 1.246 1,307 230 1,537 4.047 0.360 0 150 1.6I17 4.047 0.417 0 3.71% N0 se 1,611 1,687 304 1.991 4.179 0.473 0 172 2,183 4,179 0.518 0 4.12% NO SW 8 STREET SW 11 STREET NB 2LU PM 04125/01 1.243 1,302 163 1.465 2,743 0.534 0 96 1.563 2,743 0.570 0 3.57% NO SW 11 STREET se 1,641 1.667 212 1,899 2,675 0.661 0 112 2,011 2.675 0202 D 3.900, NO SW 13STREET NB 2LU PM 042901 1,243 1932 156 1,456 2,743 0532 0 91 1.549 2.743 0.566 D 3.32% NO 88 NB 4LU PM 0617701 1.905 302 1.801 316 202 74 1,863 300 2.743 2,584 0.666 0.151 0 C 105 26 1,966 416 2.743 2,664 0.725 0.161 D C 3.637. 1.01% NO NO SW 13S1Net t SW 15 ROAD se 395 414 90 504 2,564 0.196 C 30 534 2,554 0.207 C 1.167. 740 71W a AVENUE NW 20 STREET Nw 17 STREET 018 2LU PM 0766700 260 295 20 315 1,280 0246 0 22 337 1,260 0283 0 1.727. NO NW 17 STREET 88 286 301 15 316 1200 0247 0 20 336 1.260 0.263 0 1.56% NO NW 14 STREET NB 21.1.1 PM 0710640 478 304 51 556 1,835 8302 0 30 585 1.630 0.31E D 1.83% NO S8 428 449 37 498 1,838 0.264 D 26 512 1,638 0279 D 1.41% NO NW 14 Si MI=E r NW 9 STREET NB 21U PM 07106100 338 356 82 436 1.404 11.312 0 52 490 1,404 0.349 0 3,70% NO I1W SS 304 320 60 360 1,404 0.271 0 46 428 1.404 0.303 0 3.287. 040 9 STREET NW 5 STREET 748 31 PM 04/25/01 1,543 1,816 122 1,73E 4,912 0.354 0 97 1,635 4,912 0.374 0 1.97% NO NW 5 Str4t4T SW 1 STREET NO 2L PM 0425/01 1.543 1,816 254 1,670 3,264 0.573 0 480 2.350 3.264 0.720 D 14.71% YES NE 20 STREET NE 2 AVENUE N. MIM9 AVENUE ELI 21.0 AM 0424400 876 923 148 1,071 ! 1,486 0.731 D 46 1,117 1,46E 0.702 O 3.14% NO WS 715 753 96 851 11.488 \ 0.060 0 28 879 1.446 0.800 0 1.91% NO N. MIMI AVENUE NW 3 AV104UE EB 4L1) AM 0424100 676 923 219 1.142 L770 0.412 0 99 1.241 2,779 0.448 0 3.57 . NO WS 715 753 141 894 2,770 0463 0 59 983 2,770 0.344 D 2.43% NO NW 3 AVENUE 495 ES 4L0 AM 0424400 876 923 175 1,098 2.906 0.376 D 104 1202 2,996 0.414 0 3.567. NO WS 715 753 134 667 2.906 0.306 0 63 950 2.906 0.327 0 2.17% NO N! 15 STREETMENETIAN MIT BISCAYNE ISLAND BAYSHORE OR7VE E8 211) PM 09i12100 450 474 80 534 1,443 0.370 0 52 566 1,443 0.406 0 3.60% 140 WB 460 494 62 678 ! 0.399 0 10 036 1.443 0.441 0 4.16% NO 8AYS140RE DRIVE BISCAYNE BLVD ES 2L13 PM 08/12100 550 579 186 765 1,9943 0.394 0 104 089 1943 0.447 D 8.39% YES BISCAYNE SLVD N. MIAA9 AVENUE WB ES 2LU PM 08112100 520 255 54$ 269 255 112 803 361 1,886 1210 0.474 0.29E O 0 120 124 923 505 1695 1.200 0.545 0.395 0 0 7.06% 9.69% YES YES VYB 357 378 153 529 .1.....0 0.413 D 143 871 1.280 0.624 0 11.09% YES SOURCE: BEM AND SONARS, PA NATRIPIPLANPROJECT9120011,1671617461.E$111MATRIKWN4 rawa LYr • T11.b15 DOWNTOWN IlAM 050 UPOATE YEAR 2000 P0090N TRIP cowmen • WAY70S'1150 TO 090. WAIN MOP- TEO LOS FACILITY TYPE E LAZE SPY AIM COUNT DATE [1# E7tl111N0 PERSON TRIP VOLUME Pi YR N2Sl PERSON TRIP VOLUME YR a, 54(0 PERSON TIOP Fug PERSON nap CAPACITY 151 i1I01 PERKIN TRIP 111 9164E PROJ. PERRON YR 2690 TOTAL PERSON TRIP W. FUTURE MOON TRIP CAPACITY . rii TOTALTRW6 MOON TRP 7EAE THAN!% 1'E9�ci CgMM- 1TB13 illy. ll��ei 10, R TOTAL V r5'+.._- LOB ��Y�1 ��er#a�,.'.i. iY81404E DRIVE 9E9CAYNE B4 VO ICAYNE 9A V0 NE 1 AVENUE 1 AVENUE N 14*1.5 AVENUE 498 YYB E9 W5 E8 E E E E E 44.0 2L 1L 2L PM PM PM 09R1T100 09107/00 09AE7AE0 1,143 9Q1 510 452 270 1.204 970 537 505 264 268 337 385 499 141 1.412 1.337 002 1,007 4 6444 3204 1,900 0.309 0210 0242 0.530 0 C 0 0 226 1(O 203 337 1,700 1,500 1,196 1,344 (1.7 `5444 3294 1.900 0 361 0.294 0.373 0.707 0 O 0 0 4.79% 4.01% 9.14% 17.74% ilia NO YES YES We E 1L 58 272 425 2.708 0.157 C 111 536 2.708 0.708 C 4.10% NO AMAIN AVENUE NW 2 AVENUE ES E ZLU PIA 09107100 270 284 194 194 466 478 1,464 0.332 0 127 593 1,404 0.422 0 9.05% YES WB E 258 272 266 1,404 0.340 0 208 888 1,404 0.400 0 14.01% YES Y2AVENUE NW3AVENk7E El E 2LU PM 09007/00 336 356 141 537 1.404 0.362 0 240 777 1.404 0.553 0 17.09% YES 108 E 396 407 497 1,714 0200 0 100 068 1.714 0.380 0 9.899E YES V 3 AVENUE F.95 E E 2111 PM 04124100 241 274 254 194 30 601 284 1,714 1200 0.351 0.222 0 C 195 182 798 465 1,714 1,280 0.464 0.304 0 0 11.36% 14.229 YES YES eTREn 290 41 330 1,260 0.256 0 210 540 1.290 0.422 0 16.419E YES 53AVENUE 1-95 WS E+20 3L P4 04/24100 288 282 518 800 3300 0.236 C 127 927 3,306 dZ74 C 3,75% NO STREET V 3 AVENUE 1.95 E8 E+20 24 P14 04/24/99 240 254 495 752 3.308 0.222 C 78 830 3.358 0.245 C 2.30% NO ;TWEET/PORT $0ULEVARO OF PORT BRIDGE 9L9C/IYIVE BLV) 9CAYNE E9 E 5L0 AM 04108199 1,789 1.690 380 2275 4095 0.588 0 130 2,415 4.090 0.590 0 3.39% NO BLVO NE 1 AVENUE i 1 01 E+20 3L PM O4r13101 1,074 1.125 273 1,398 8,752 0.1000 C 127 1,525 8.752 0.117744 C 1.45% N0 AVENUE N MIAMI AVENUE 141160 W8 E+20 2L PM 04/25101 1.253 1,323 191 1,514 7.972 0.190 C 105 1,619 7,972 0.203 C 1.32% NO AVENUE NW 1 AVENUE V 1 AVENUE WE E+20 21 PM 04/25401 1,215 1.273 191 1,464 7,000 0.103 C 60 1,524 7.000 0.201 C 0.79% NO NW 1 CT V W8 E+20 2L PM 04725101 1,074 1.125 171 1,296 7,104 0.182 C 45 1.341 7.104 0.199 C 0.63% NO 1 CT NW 2 AVENUE V2AVENUE 109 E+20 21. PM 04/2 01 935 979 171 1,150 3,574 0.322 O 37 1,187 3,574 0.332 0 1.04% NO NW3AVENUE V3AVENUE W13 E+20 2L PM 002501 992 1,039 171 1,210 3,574 0.339 0 37 1,247 3,574 0,349 0 1.04% NO 195 WB E+20 34. PM 04725101 992 1,0311 181 1,200 5,222 0230 C 52 1,252 5222 0.240 C 1.00% NO 'MEET SCATHE BLVD NE 2 AVENUE E8 E+20 4L PM 04Px5101 1,529 1.801 151 1,752 9,872 0.177 C 59 1,811 9.872 0.183 C 0.50% NO :2 AVENUE NE 1 AVENUE E8 E+20 3L PM 04125101 1,529 1.801 158 1.759 8.752 0201 C 72 1,031 8,752 0.209 C 0.82% NO 1 AVENUE N MIAM AVENUE Et E+20 34 PM 04125101 1.520 1,801 136 1,737 6,752 0.196 C 46 1.783 8,752 0204 C 0.53% NO 49AN8 AVENUE NW 2 AVENUE E0 E+20 3L PM 0412501 1,378 1,443 136 1,579 4,012 0.321 0 91 1,070 4,912 0.340 D 1.159 NO Y 2 AVENUE 1-95 ES E+20 3L AM 04124101 1.610 1,588 52 1,730 5222 0.333 0 35 1.773 5,222 0.340 0 0.67% NO SOURCE: KEITHANO SCHNAPS. PA. 187181TAII LESU I MAT RIX W 44 • 20•Non-2o01 Dovontrto YEAR» PERSON TRW 00140010NI5 ttl YR 3666 TR 2006 FitllUNE i1 SS YR MOM FUTURE 09 PROJ. A6 PROJ. IMAM MOP- FACILITY TYPE E1O8T$N0 pent* IMO pi TOTAL mum BRA I4C4I TOTAL PERSON TOTAL A%OF TRIPS ROADWAY mumCOPAL 111413 TRIP 9921ON PROJ. PERSON TR4P PERSON BMX oRRAT R TO TM) E10BTIOG AW 00(40T TRIP TRW TTED PER$ON CAPACITY TRW TRW CAPACITY TRW SERVICE THAN 3% PRISON �, IEOM DOR L08 i.ANE6 PM DATE V0Lula *WAN DEV. TRW TOTAL WO TRW YOLUIM TOTAL Y!C LQi NIE YM$900 BISCAYNE BLVD NE 2 AVENUE Eli WB E 2L0 PM 04125/01 178 105 67 253 1,592 ILOS 0.190 C 52 305 1.30 0.192 C YOL 327% NO NE 2 AVENUE N. mom AVENUE EH W8 E E MD PM 042501 972 126 1,018 132 92 67 1,110 199 1,344 1.344 0.67.E 0.148 0 C 80 50 1,170 258 1,344 1.344 0.871 0.192 0 C 4,46% 4.39% NO NO N. MAIM AVENUE NW 3 AVENUE ES 146 E E 2L3 PM 0425001 972 126 1915 132 92 89 1.110 221 1,344 1,344 0.926 0.1M 0 C 87 111 1,177 332 1,344 4.341 0.678 0.247 0 0 4.995. 826% NO YES E 972 1.018 122 1,140 1.344 0.546 D 127 1,287 1,344 0.943 E 0.455. YES NEISTREET BISCAYNE BLVD NE 2 AVENUE W6 E+20 2L AM 0425101 518 540 136 678 4,104 0.165 C 35 713 4,104 0.174 C 0.65'% NO NE 2 AVENUE NW 2 AVENUE WB E+20 2L AM 0425101 704 737 42 779 4,093 0.108 C 106 887 4,063 0.182 C 230% NO NW 2 AVENUE I-95 W8 E+20 D. PM 0426101 1.768 1,650 62 1.912 4,352 0.430 D 97 2,009 4.352 0.462 0 2.23% NO FLAMER STREET BISCAYNE BLVD NE 2 AVENUE, Ave E+20 2 PM 0511990 1,386 1,471 551 2,022 9.656 0209 C 90 2.112 9.850 0219 C 0.23% NO NE 2 AVENUE NE 1 AVENUE WB E+20 2L PM 0511899 1.244 1,316 306 1,624 9.690 0.150 C 97 1,721 9.656 0.176 C 1.00% NO NE 1 AVENUE NW 1 AVENUE WB E+20 2L PM 06/16190 1,518 1,806 245 1,853 13.496 0.137 C 112 1,980 13,496 0.146 C 0.53% NO _ NW 1 AVENUE NW 2 AVENUE WB E+20 2L PM 0 /18196 2,311 2,449 153 2.602 8.100 0.321 0 90 2,602 6,100 0.332 D 1.11% 140 PM 2 AVENUE I-95 EB E 2L PM 05Al2A71 356 375 156 533 3.264 0.183 C 98 631 3.264 0.193 C 3.00% NO 6e 18TREET BISCAYNE VD SE 1 AVENUE 08 E+20 31. AM 05J18V99 1,977 2.095 425 Z55200 11.652 0216 C 264 2,804 11.652 0241 C 2.44% NO SE 1 AVENUE SW 1 AVENUE EB E+20 3L AM 05/18194 2,496 2.647 234 2.881 15,153 0.190 C 133 3.014 15,153 0.199 C 0.88% NO SW 1 AVENUE SW 2AVENUE EB E+20 3L AM 051 SW 2.187 2.317 181 2.476 11,332 0.219 C 110 2.568 11.332 0.726 C 0.97% NO SW 2AVENUE 696 EH E+20 4L NA 04118469 1.550 1.842 145 1,787 8.746 0.265 C 99 1,888 6.748 0279 C 4.47% NO SE 2 STREET18R+31U9.1 BISCAYNE BLVD. SE 3AVENUE WB E+20 5" pm 062099 3,510 3,719 265 3,984 9,938 0A01 0 120 4.104 9,938 0.413 0 1.21% NO SE 3 AVENUE NE 2 AVENUE WB E+20 4L PM 082990 3,543 3,880 591 4,451 10,434 0.427 0 247 4.686 10.434 0.430 O 2.3714 040 SE 4 STREET61R51U54 81SCAYNE BLVD. SE 2 AVENUE E8 E+20 3L AM 0629199 2,727 2,999 426 3215 7,304 0M6 0 255 3,520 7204 0.483 0 3.45% NO $E T STREET BRICKH.I. AVENUE SW 1 AVENUE WB E+20 3L PM 0511099 1,459 1,548 403 1,049 5,160 0.376 0 300 2,249 1_5160 0.436 0 5.81% YES SW 1 AVENUE 1-95 WB E+20 3L PIA 04417101 2,286 2.375 495 2.E70 5,264 0.543 0 292 3,132 5.254 0.593 0 4.96% NO 80URCE: KEITH AND 5CI94ARS, PAL NAINAPIPLAPOPROJECIV200111071111TAKES411MAIRIX91414 • 2001 121.010 DOWNTOWN M IAM 1051 UPDATE YEAR 2668 PERS011 TRW C0010010N1 ROADWAY TO Da• IMAM HOOP- TED LOS FACT UTY 1YP9 METING LANES AW PM COUNT DATE 600Pi 560 PERSON TRIP VOLUME P1 MO P93111061 TRW VOLUME p COLS/- TIED OEV. TOTAL 0K0 PERSON TRW PI PAN TRIP CAPACITY TOTAL l5J MOb PERSON TRIP pi INC.I PRO.►. PERSON NEW YR 2101 TOTAL PERSON TRIP VOLUME SUTURE PERSON TRIP CAPACITY TOTAL [5 TOTAL 5589014 TRIP PRO.L AS A %OF MAX PRO.L TRIPS GREATER THAN 5% T1 IN0 RIME WC IllO 0 G 04.1O1:100 mmGEEIUWOUOEUGUOU00E.WEEUWu.u.UGUW mm YO Oat mCsncEvmmPmmmcacao »m[1PmCJmClma+ mPPi7C1t'1 a C P animal AVENUE S. INAM! AVENUE ES E+20 3L AM 09103199 2.0E9 2.213 394 2.607 d 5.160 V 0.505 261 2.603 0.566 5.06% YES 76,180 S, THAN AVENUE SW 1 AVENUE 50 E+20 3L AM 04f25401 3.370 3,530 490 4,020 5.664 0.710 331 4,351 5,8E III 0.766 5.84% YES SW 1 AVENUE 1.9E EB E+20 4L AM 04117A11 3,474 3.639 525 4,264 8,53E 0.652 400 4,864 6.536 0.714 6.12% YES SW 13 STREET BRIC*ELL AVENUE S. Iu967.6 AVENUE ES E 4LU AM 0571909 1.264 1,339 89 1,427 2632 0.504 46 1.473 2.832 0.520 1.62% NO S. MUM W8 E 860 911 53 964 3.573 0.270 2$ 992 3.57E 0,277 0.78% NO AVENUE SW 1 AVENUE ES E 4LU AM 05/18199 1264 1,339 187 1,506 2.832 0.532 126 1,634 2.632 0.577 4,52% NO SW 1 AVENUE SW 15 ROAD we E8 E E 4LU FM 05118A18 573 624 713 561 101 305 814 968 2,832 2.584 0.267 0.374 77 254 691 1.220 2,632 2,594 0.315 0.472 2.725, 9.63% NO YES WO E 1,820 1,92E 418 2,348 2,632 0.62E 282 2.638 2,832 0.931 10.31% YES ER 8386a861M 5045TNUIR COW PALM 131491D BIM BAYSNORE DRIVE E8 E 8LP PM 06110A89 3,833 4.187 279 4,44E 10,956 0.406 142 4.586 10,956 0.419 1.30% NO BAYSNORE DRIVE N. M IAMI AVE7#NE 919 ES E E OLD PM MINN 4,019 3,709 4,370 4.033 224 1,44E 4,594 5,479 10,956 9,564 0.419 0.572 124 486 4,71E 5,947 10.985 9.594 0.431 0.621 t.13% 4.96% NO NO N. MUM AVENUE I-95 WB EB E E 610 PM 05117190 6091 3,709 6.597 4.033 1,612 1.447 6,409 5,480 9,564 9.564 0.877 0.572 540 872 4949 9352 9,584 9.504 0.904 0.663 553% 9.10% YES YES 1.95 W6 E 6068 8.507 1,811 8.408 9.584 0.877 1.004 9.412 9,564 0.982 10.495. YES NW 12AVENUE E8 E 810 AM 06715591 9120 8.823 1.182 10,010 13.972 0.76E 754 10,784 13,072 0.823 5,77% YES NW 12 AVENUE NW 17 AVENUE 918 ES E E 6L0 PM 06I15I99 8.922 5591 7,447 6,405 779 1,434 6,166 7,839 13516 9,564 0.593 0.797 453 768 8,649 6,301 13516 9,584 0.626 0.407 3.28% 6.01% NO YES NW WO E 6,714 7,300 1.460 8,760 9564 0.915 884 2.653 9,564 1.007 9.225. YES + F 17 AVENUE NW 27 AVENUE E9 E 6LD AM 09105100 5.687 8,132 1.159 7,290 13572 0.55E 772 6,062 13.072 0.817 5.91% YES NW 27 AVENUE 1118 E 5.647 7.167 764 7.931 13,072 0.107 464 6,395 13,072 0.842 3.885. NO NW 37 AVENUE E8 E LB AM 06129470 7,329 7.902 1,716 0.130 13,072 0.19E 130 9,980 13,072 0.762 6.35% YES NW 37 AVENUE 80 E 438E 6,665 795 7,680 13,072 0.66E 490 6,166 13o72 0.628 3.625, NO NW 42 AVENUE £S E ILO AM 09105A0 4,434 4.781 4,473 5,954 0.564 0.821 705 4749 9,564 0.704 6.30% YES NW 42AVENUE 919 E 9761 7,219 762 8,041 0564 0.630 478 9519 9.564 0.689 4.905. NO NW 57 AVENUE ES E OLD AM 09712000 6,674 0,352 1,147 10,469 9,554 1.095 772 11.271 9.564 1.178 8.06% YES * F NW 57 AVENUE NW 72AVENUE VA) ES E E 1L0 AM 0*0510 7,640 4,418 6,237 4,761 738 1.104 8575 5,865 9,564 9.564 0 936 0.612 464 748 9.439 6,613 9.584 9,584 0.995 0.890 4.84% 7.80% NO YES NW 72 AVENUE SR626 WB EB E E 6L0 FM 86A8198 7,532 8.105 8.121 9812 705 1.044 6,62E 9,955 9,564 9,6M4 0.921 1.026 450 800 9,276 10,65E 9,6134 0564 0.968 1.112 4.70% 8.35% ND YES + F 15625 916 E 8271 9903 1.390 10,363 9.564 1.063 922 11,305 9,584 1.160 9.625. YES + F NW87AVENUE ES E 6.0 PTA 06117799 5,760 6263 371 9641 13,072 0.501 254 489E 13,072 0.527 1.94% NO NW 67 AVENUE NW 107 AVENUE 80 EA E E 61.0 PIA 06E890 6.604 4,515 7.396 4,909 468 307 7.66E 5,21E 13,072 9.534 0.933 0.544 292 215 6,17E 5,431 13.072 9554 0.626 0.587 223% 2.24% NO NO 10 E 7,419 8,066 400 8,48E 9,564 0.553 247 9,713 9584 0.909 2.58% NO 8R1781974WITOWN DISTRIOUTOR 195 BRICXE,LAVENUE E6 E 4LD PM 091999 1,721 1,656 290 2.148 8,240 0.344 482 2.610 6,24E 0.41E 7.40% YES we E 1.942 2,097 397 2,494 6.240 0.400 3.026 6.240 0.46E 6.53% YES SOURCE K85TN ANO SCINNAR& PA KATRANIPLANWROJECTSC9414110719TAIRETAIIMATISE.vm • •2ufll DOWNTOWN MIAMI Cal UPDATE YEAR 26N PERSON MOP CONOIT • ROADWAY FROM TO DIR hwuri ADOP. Th LPB FAgt.R7 TYPE EXISTING ING LAMER AIM PM COUNT DATE I. PERSON TRW VOLUME 1N 9 MOON TRW VOLUME YR 2009 TOTAL BKO PERSON TRW wrists PlRBO41 TRW CAPACITY 8'!J IWO P19NON TRW I PROJ. ER PSN O YR 2AL TOTAL MOON TRW FUTURE PERSON TRW CAPACTIY TOTAL TOTAL T PERBOMN T11W PRPJ. AS A % OF au SERVI E PROD. TRIPE GREATER THAN 5% COAY- wen DEV. 14198 SR 636 SR838 NW 5 STREET NW 5 STREET SW 1 STREET ruY111STREET 6�+EET 140 SNB B so NB SB NB SB W9 1413 58 E E C E E E E E E E E E 1010 1 010 10L0 1010 'FOLD 4L0 PM PM PM PM AM AAA 06117190 08/17199 OWIT199 08117199 0811758 0617199 10.665 8.352 8.974 7204 8,246 7.204 6.246 7.21I4 5.977 3.704 5,977 3,704 11.731 9,029 9,650 7.778 6.903 1,778 8.003 7,776 8,454 3.999 6.454 3.999 1.488 1.179 1206 1.313 1.943 1,464 644 1,086 361 254 204 139 TOT _ TRW VOL "/ 13 217 10,205 11.397 9091 10,846 9.262 9,747 8,844 6,815 4,253 6,656 4.138 21.566 17.104 21.566 17.104 17.104 17.104 17,104 17.104 17,104 17.104 6544 6544 0.E13 0.507 0.676 0.532 0.634 0.542 0.570 0.517 0,395 0.249 1.017 0.632 C C C C 0 C C C B A F D 794 590 647 736 611 751 306 352 238 143 139 64 14,011 10,805 12244 9.838 11,723 10,993 10.063 9,196 1,053 4,396 5797 4.272 21,566 17,104 21.588 17.104 17.104 17.104 17.104 17.104 17.104 17,104 6.544 6,544 0,660 0.637 0.566 0$74 0.665 0.560 0.558 0.530 0.412 0257 1.039 0.645 D D C C D C C C 8 A F 0 3.66% 4.03% 3.93% 4.30% 5,13% 4.45% 1.79% 206% 1.39% 0.84% 212% 12616 NO NO NO NO YES NO NO NO NO NO NO NO SW B Et1tC1 SW 26 ROAD SW 26 ROAD S. DIk1E HIGHWAY NOTES: (1) THE OUSTING PERSON -TRIP VOLUME 10 OBTAINED FROM TABLE 21.A7. 121 YEAR 2009 BACKGROUND PERSON TRW VOLUME WAS OE15VED BY APPLYING THE APPROPIATE GROWTH RATE TO THE EXIST*PG PERSON TRIP VOLUME. THE GROWTH RATES ARE OBTAINED FROM TABLE 21.01. [3] COMIATTTED DEVELOPMENT TOTAL PERSON TRIP VOLUME L9 OBTAINED FROM TABLE 21.09. [4] THE TOTAL FUTURE PEN( HOUR PERSON TRW CAPACITY 1S OBTAINED BY ADDING ALL MOPES OF TRANSPORTATION (VEHICULAR, SUS, METROMOVER, ARO IAETRORAIL). [51 THE PERSON TRIP LOS IS PRCri/10ED CONSISTENT WITH THE 1996 LOS MANUAL (SEE TABLE 21.A81 151 INCREMENT II PROJECT PERSON TRIPS ARE OBTAINED FROM TABLE 21.A9. • Appendix D Intersection Capacity Analysis Worksheets • • INTERSECTION CABAL WAY/ SOUTH MIAMI AVE TOTAL SW 14 STREET! SW 1 AVENUE TOTAL SW 14 STREET SOUTH MIAMI AVE MOVEMENT NBL NBT NBR SBL SOT SBR EBL EBT EBR WBL WBT WBR NBL NOT NOR SBL SBT SBR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SOT SOR EEL EBT EBR WBL W8T WBR FM :: Background PK SEASON Growth rate 2-015 P!C PERIOD : Na. of years 4 66 173 Ai 17 106 139 116 413 64 18 743 134 15762031 0 32 0 0 293 0 0 0 0 6 0 25 357 1 192 14 16 162 5 0 0 0 27 11 75 Total for all Commited Developments 33 167 14 0 0 0 141 115 14 0 93 7 564 0 0 0 0 227 0 0 0 0 125 0 2 354 41 114 2 0 14 0 0 0 0 25 16 100 oject Trips ID Total ROJECT'' 258 gg_I'<: 340:;::: 7 55I 0 106. 0 139 0 257: :I. 50 36 75H 0 16 r 0 636 17 141 S( 0 2615':: ;i'.. 110 2 17. 0 86 0 0 63 0 0 0 0 17 0 0 166 6 7 0 0 0 0 0 0 0 0 12 0 FUTURE: W1TH • PROJECT 52; 38 t75 TOTAL SW 14 TERRACE I SW 1 AVENUE NBL NOT NBR SBL SBT SOR EBL EBT EBR WBL WBT WBR 485. 503 0, 351; 0 0 0:I: 2 0 3 0 38 3 14 234 0 0 0 0 2 0 3 312 0 0 47 4 376 0 0 0 0 0 0 13 8152.::: 24 0 60;.,,,: 18 610' 0 '. 01: 0., 14s 0 35 0 7 36 0 0 0 0 0 0 0 840'. TOTAL SW 14 TERRACE! SOUTH MIAMI AVE TOTAL SW 1 AVENUE / DRIVEWAY NBL NET NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR 272:'. '. i'.: 294 4rc. 4 1$1:' 196 0 : 0 Q.: `.i :• 0 158': 171 .3. ..• 3 ........... 10 0 12 . .:0::•:• •: 0 0 0 0. 0 366,.. _ 396 0'I'.. 34.',': 0 a' 250 . ............ . 0 0. 0 0 37 0 0 271 0 0 0 0 0 0 0 440 13 125 0 0 25 0 32 0 11 0 0 0 206 0 0 0 0 274 0 0 0 0 0 0 734"''' 77 0 6 0 196' 0 3: 0 42'. I'.:: 7 €1'',„"` 0 23 0 0 0 0 0 502 13 0 0 40 75 0 0 0 0 0 50 0 93 512: #04271 TOTAL 284:: 307 274 581 258 839 4/22/05 10:09 AM TMC's ersec an assign_rev.xls • Existing Conditions • • HCS2000: Signalized Intersections Release 4.1e Analyst: DPA Agency: Date: 1/2005 IIIFriod: EXISTING PM PEAK HOUR oject ID: SMA-CABI - #04271. /W St: CORAL WAY No. Lanes LGConfig Volume Lane Width RTOR Vol Inter.: CORAL WAY / SOUTH MIAMI AVENUE Area Type: All other areas Jurisd: Year : 2005 N/S St: SOUTH MIAMI AVENUE SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R 0 2 0 LTR 107 382 59 12.0 0 0 2 0 LTR 17 686 124 12.0 0 0 2 0 LTR 61 160 38 12.0 0 Southbound L T R 0 1 1 LT R 16 98 128 12.0 12.0 13 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left A Thru A Thru A Right A Right A Peds Peds WE Left A SB Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right WRight WE Right en 33.0 17.0 Yellow 4.0 4.0 All Red 1.0 1.0 Cycle Length: 60.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound LTR 1306 2374 0.44 0.55 8.3 A 8.3 A Westbound LTR 1792 3258 0.49 0.55 8.5 A 8.5 A Northbound LTR 843 2977 0.32 0.28 17.2 B 17.2 B Southbound LT 494 1743 0.24 0.28 16.8 B 16.9 B 449 1583 0.27 0.28 17.0 B 111 Intersection Delay = 10.7 (sec/veh) Intersection LOS = B HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: DPA envy/Co.: e Performed: 1/2005 nalysis Time Period: EXISTING PM PEAK HOUR Intersection: SW 14 STREET / SW 1 AVENUE Jurisdiction: Units: U. S. Customary Analysis Year: 2005 Project ID: SMA-CABI - # 04271 East/West Street: SW 14 STREET North/South Street: SW 1 AVENUE Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Movement 1 2 3 L T R Southbound 4 5 6 L T R Volume 30 271 Peak -Hour Factor, PHF 0.93 0.93 Hourly Flow Rate, HFR 32 291 Percent Heavy Vehicles -- -- Median Type/Storage Undivided / RT Channelized? Lanes 1 1 Configuration T T Upstream Signal? No No AILStreet: Approach Westbound Eastbound Movement 7 8 9 f 10 11 12 L T R f L T R Volume 6 23 Peak Hour Factor, PHF 0.93 0.93 Hourly Flow Rate, HFR 6 24 Percent Heavy Vehicles 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / / Lanes 1 1 Configuration L R Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 1 7 8 9 ( 10 11 12 Lane Config [ L R v (vph) 6 24 C(m) (vph) 671 1042 v/c 0.01 0.02 95% queue length 0.03 0.07 Control Delay 10.4 8.5 L0S B A oach Delay 8.9 A roach LOS A HCS2000: Unsicnalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: DPA "rency/Co.: e Performed: 1/2005 nalysis Time Period: EXISTING PM PEAK HOUR Intersection: SW 14 STREET / SOUTH MIAMI AVE Jurisdiction: Units: U. S. Customary Analysis Year: 2005 Project ID: SMA-CABI - * 04271 East/West Street: SW 14 STREET North/South Street: SOUTH MIAMI AVENUE Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Movement 1 2 3 L T R Southbound 4 5 6 L T R Volume 1 177 13 15 150 5 Peak -Hour Factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 Hourly Flow Rate, HFR 1 194 14 16 164 5 Percent Heavy Vehicles 2 --- 2 -- Median Type/Storage Undivided / RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No or Street: Approach Westbound Eastbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 25 10 69 Peak Hour Factor, PHF 0.91 0.91 0.91 Hourly Flow Rate, HFR 27 10 75 Percent Heavy Vehicles 2 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / / Lanes 0 1 0 Configuration LTR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 17 8 9 I 10 11 12 Lane Config LTR LTR [ LTR v (vph) 1 16 112 C(m) (vph) 1409 1363 730 v/c 0.00 0.01 0.15 95% queue length 0.00 0.04 0.54 Control Delay 7.6 7.7 10.8 LO A A B -oath Delay 10.8 A roach LOS B HCS2000: Unsignalized Intersections Release 4.1d TWO -JAY STOP CONTROL SUMMARY Analyst: DPA .ncy/co .: e Performed: 1/2005 Analysis Time Period: EXISTING PM PEAK HOUR Intersection: SW 14 TERRACE / SW 1 AVENUE Jurisdiction: CITY OF MIAMI Units: U. S. Customary Analysis Year: 2005 Project ID: SMA-CABI - # 04271 East/West Street: SW 14 TERRACE North/South Street: SW 1 AVENUE Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R 1 L T R Volume 35 3 13 216 Peak -Hour Factor, PHF 0.93 0.93 0.93 0.93 Hourly Flow Rate, HFR 37 3 13 232 Percent Heavy Vehicles -- 0 Median Type/Storage Undivided / RT Channelized? Lanes 1 0 0 1 Configuration TR LT Upstream Signal? No No or Street: Approach Westbound Eastbound Movement 7 8 9 1 10 11 12 L T R L T R Volume 2 3 Peak Hour Factor, PHF 0.93 0.93 Hourly Flow Rate, HFR 2 3 Percent Heavy Vehicles 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / / Lanes 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config LT 1 LR v (vph) 13 5 C(m) (vph) 1583 861 v/c 0.01 0.01 95% queue length 0.02 0.02 Control Delay 7.3 9.2 L� A A oach Delay 9.2 Approach LOS A HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: DPA •flCy/CO .: e Performed: 1/2005 Analysis Time Period: EXISTING PM PEAK HOUR Intersection: SW 14 TERRACE/ SOUTH MIAMI AVE Jurisdiction: CITY OF MIAMI Units: U. S. Customary Analysis Year: 2005 Project ID: SMA-CABI - # 04271 East/West Street: SW 14 TERRACE North/South Street: SOUTH MIAMI AVENUE Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R 1 L T R Volume 4 181 158 3 Peak -Hour Factor, PHF 0.91 0.91 0.91 0.91 Hourly Flow Rate, HFR 4 198 173 3 Percent Heavy Vehicles 2 -- Median Type/Storage Undivided / RT Channelized? Lanes 0 1 1 0 Configuration LT TR Upstream Signal? No No or Street: Approach Westbound Eastbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade (%) Flared Approach: Exists?/Storage Lanes Configuration 0 9 11 0.91 0.91 9 12 0 0 0 No 0 0 LR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 ( 7 8 9 I 10 11 12 Lane Config LT 1 LR v (vph) 4 21 C(m) (vph) 1400 746 v/c 0.00 0.03 95% queue length 0.01 0.09 Control Delay 7.6 10.0- n A A ' oach Delay 10.0- Approach LOS A 0 Future without Project • • HCS2000: Signalized Intersections Release 4.1e • Analyst: DPA Inter.: CORAL WAY / SOUTH MIAMI AVENUE Agency: Area Type: All other areas Date: 1/2005 Jurisd: Period: FUTURE W/O PROD. PM PEAK HOUR Year : 2009 Project ID: SMA-CABI - #04271 E/W St: CORAL WAY N/S St: SOUTH MIAMI AVENUE SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R No. Lanes 0 2 0 LGConfig DefL TR Volume 1257 528 78 Lane Width 112.0 12.0 RTOR Vol 1 0 0 2 0 LTR 18 836 141 12.0 0 Southbound L T R 0 2 0 LTR 99 340 55 12.0 0 0 1 1 LT R 17 106 139 12.0 12.0 13 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left A Thru A Thru A Right A Right A Peds Peds WB Left A SB Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right 0 SB Right J WB Right Green 33.0 17.0 Yellow 4.0 4.0 All Red 1.0 1.0 Cycle Length: 60.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound DefL 222 404 1.22 0.55 146.4 F TR 1005 1827 0.63 0.55 10.7 B 51.1 D Westbound LTR 1796 3265 0.58 0.55 9.4 A 9.4 A Northbound LTR 846 2985 0.61 0.28 20.0+ C 20.0+ C Southbound LT 476 1679 0.27 0.28 17.0 B 17.1 B R 449 1583 0.30 0.28 17.2 B • Intersection Delay = 26.0 (sec/veh) Intersection LOS = C HCS2000: Signalized Intersections Release 4.1e Analyst: DPA Agency: Date: 1/2005 Period: FUTURE W/O PROD W/ IMP Project ID: SMA-CABI - #04271 E/W St: CORAL WAY No. Lanes LGConfig Volume Lane Width RTOR Vol Inter.: CORAL WAY / SOUTH MIAMI AVENUE Area Type: All other areas Jurisd: Year : 2009 N/S St: SOUTH MIAMI AVENUE SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R 0 2 0 DefL TR 257 528 78 12.0 12.0 0 0 2 0 LTR 18 836 141 12.0 0 Southbound L T R 0 2 0 LTR 99 340 55 12.0 0 0 1 1 LT R 17 106 139 12.0 12.0 13 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 EB Left A Thru A Right A Peds WB Left Thru Right Peds NB Right SB Right Green 8.0 Yellow 3.0 All Red 0.0 2 3 4 5 6 7 8 A NB Left A A Thru A A Right A Peds A SB Left A A Thru A A Right A Peds EB Right WB Right 22.0 17.0 4.0 4.0 1.0 1.0 Cycle Length: 60.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound DefL 360 1770 0.75 0.55 19.2 B TR 1005 1827 0.63 0.55 10.7 B 13.2 B Westbound LTR 1195 3258 0.88 0.37 25.3 C 25.3 C Northbound LTR 846 2985 0.61 0.28 20.0+ C 20.0+ C Southbound LT 476 1679 0.27 0.28 17.0 B 17.1 B R 449 1583 0.30 0.28 17.2 B IIIIntersection Delay = 19.5 (sec/veh) Intersection LOS = HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: DPA Iliency/Co.: e Performed: 1/2005 Analysis Time Period: FUTURE W/O PROJ. PM PEAK HOUR Intersection: SW 14 STREET / SW 1 AVENGE Jurisdiction: Units: U. S. Customary Analysis Year: 2009 Project ID: SMA-CABI - # 04271 East/West Street: SW 14 STREET North/South Street: SW 1 AVENUE Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R I L T R Volume 32 520 Peak -Hour Factor, PHF 0.93 0.93 Hourly Flow Rate, HFR 34 559 Percent Heavy Vehicles -- -- Median Type/Storage Undivided / RT Channelized? Lanes 1 1 Configuration T T Upstream Signal? No No for Street: Approach Westbound Eastbound Movement 7 8 9 I 10 11 12 L T R L T R Volume 131 27 Peak Hour Factor, PHF 0.93 0.93 Hourly Flow Rate, HFR 140 29 Percent Heavy Vehicles 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / / Lanes 1 1 Configuration L R Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 ! 7 8 9 I 10 11 12 Lane Config I L R v (vph) 140 29 C(m) (vph) 468 1039 v/c 0.30 0.03 95% queue length 1.24 0.09 Control Delay 15.9 8.6 Ln C A 'oach Delay 14.7 Approach LOS B HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: DPA iliency/Co.: e Performed: 1/2005 Analysis Time Period: FUTURE W/O PROD. PM PEAK HOUR Intersection: SW 14 STREET / SOUTH MIAMI AVE Jurisdiction: Units: U. S. Customary Analysis Year: 2009 Project ID: SMA-CABI - # 04271 East/West Street: SW 14 STREET North/South Street: SOUTH MIAMI AVENUE Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Movement 1 2 3 L T R Southbound 4 5 6 L T R Volume 42 306 16 16 176 5 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 44 322 16 16 185 5 Percent Heavy Vehicles 2 -- 2 -- -- Median Type/Storage Undivided / RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Allor Street: Approach Westbound Eastbound Movement 7 8 9 1 10 11 12 L T R 1 L T R Volume 52 27 175 Peak Hour Factor, PHF 0.95 0.95 0.95 Hourly Flow Rate, HFR 54 28 184 Percent Heavy Vehicles 2 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / / Lanes 0 1 0 Configuration LTR Delay, Queue Length, and Level of Service Approach NB SE Westbound Eastbound Movement 1 4 17 8 9 I 10 11 12 Lane Config LTR LTR ( LTR I v (vph) 44 16 266 C(m) (vph) 1384 1221 576 v/c 0.03 0.01 0.46 95% queue length 0.10 0.04 2.42 Control Delay 7.7 8.0 16.5 L A A C oach Delay 16.5 Approach LOS C HCS2000: Unsignal±zed Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: DPA igincyfCo.: e Performed: 1/2005 Analysis Time Period: FUTURE W/O PROJ. PM PEAK HOUR Intersection: SW 14 TERRACE / SW 1 AVENUE Jurisdiction: CITY OF MIAMI Units: U. S. Customary Analysis Year: 2009 Project ID: SMA-CABI - # 04271 East/West Street: SW 14 TERRACE North/South Street: SW 1 AVENUE Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Movement 1 2 3 L T R Southbound 4 5 6 L T R Volume 38 50 18 610 Peak -Hour Factor, PHF 0.93 0.93 0.93 0.93 Hourly Flow Rate, HFR 40 53 19 655 Percent Heavy Vehicles -- 0 Median Type/Storage Undivided / RT Channelized? Lanes 1 0 0 1 Configuration TR LT Upstream Signal? No No ilkor Street: Approach Westbound Eastbound Movement 7 8 9 f 10 11 12 L T R 1 L T R Volume 2 16 Peak Hour Factor, PHF 0.93 0.93 Hourly Flow Rate, HFR 2 17 Percent Heavy Vehicles 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / f Lanes 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config LT 1 LR 1 v (vph) 19 19 C(m) (vph) 1514 846 v/c 0.01 0.02 95% queue length 0.04 0.07 Control Delay 7.4 9.4 ilii A A roach Delay 9.4 Approach LOS A HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: DPA Oenvy/Co.: e Performed: 1/2005 Analysis Time Period: FUTURE W/O PROJ, PM PEAK HOUR Intersection: SW 14 TERRACE/ SOUTH MIAMI AVE Jurisdiction: CITY OF MIAMI Units: U. S. Customary Analysis Year: 2009 Project ID: SMA-CABI - # 04271 East/West Street: SW 14 TERRACE North/South Street: SOUTH MIAMI AVENUE Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Movement 1 2 3 L T R Southbound 4 5 6 L T R Volume 17 321 196 3 Peak -Hour Factor, PHF 0.91 0.91 0.91 0.91 Hourly Flow Rate, HFR 18 352 215 3 Percent Heavy Vehicles 2 --- Median Type/Storage Undivided / RT Channelized? Lanes 0 1 1 0 Configuration LT TR Upstream Signal? No No or Street: Approach Movement Westbound Eastbound 7 8 9 ! 10 11 12 L T R 1 L T R Volume Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade (%) Flared Approach: Exists?/Storage Lanes Configuration 0 42 23 0.91 0.91 46 25 0 0 0 No 0 0 LR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 1 7 8 9 I 10 11 12 Lane Config LT I I LR v (vph) 18 71 C(m) (vph) 1352 545 v/c 0.01 0.13 95% queue length 0.04 0.45 Control Delay 7.7 12.6 L A B X oach Delay 12.6 Approach LOS B • Future with Project • • HCS2000: Signalized Intersections Release 4.1e • Analyst: DPA Agency: Date: 1/2005 Period: FUTURE W/ PROJ. W/IMP Project ID: SMA-CABI - #04271 E/W St: CORAL WAY No. Lanes LGConfig Volume Lane Width RTOR Vol Inter.: CORAL WAY / SOUTH MIAMI AVENUE Area Type: All other areas Jurisd: Year : 2009 N/S St: SOUTH MIAMI AVENUE SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R 0 2 0 DefL TR 307 564 78 12.0 12.0 0 0 2 0 LTR 18 853 141 12.0 0 0 2 0 LTR 99 347 55 12.0 0 Southbound L T R 0 1 1 LT R 17 106 139 12.0 12.0 14 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A A NB Left A Thru A A Thru A Right A A Right A Peds Peds WB Left A SB Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right AllikSB Right WE Right Green 8.0 22.0 17.0 Yellow 3.0 4.0 4.0 All Red 0.0 1.0 1.0 Cycle Length: 60.0 secs Intersection Performance Summary • Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound DefL 360 1770 0.90 0.55 36.3 D TR 1006 1829 0.67 0.55 11.4 B 19.5 B Westbound LTR 1194 3256 0.89 0.37 26.6 C 26.6 C Northbound LTR 847 2989 0.62 0.28 20.1 C 20.1 C Southbound LT 475 1677 0.27 0.28 17.0 B 17.1 B R 449 1583 0.29 0.28 17.2 B Intersection Delay = 22.0 (sec/veh) Intersection LOS = C HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY • Analyst: DPA Agency/Co.: Date Performed: 1/2005 Analysis Time Period: FUTURE W/ PROJ. PM PEAK HOUR Intersection: SW 14 STREET / SW 1 AVENUE Jurisdiction: Units: U. S. Customary Analysis Year: 2009 Project ID: SMA-CABI - # 04271 East/West Street: SW 14 STREET North/South Street: SW 1 AVENUE Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R I L T R Volume 118 584 Peak -Hour Factor, PHF 0.93 0.93 Hourly Flow Rate, HFR 126 627 Percent Heavy Vehicles -- -- Median Type/Storage Undivided / RT Channelized? Lanes 1 1 Configuration T T Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 149 Peak Hour Factor, PHF 0.93 Hourly Flow Rate, HFR 160 Percent Heavy Vehicles 2 Percent Grade (%) 0 Flared Approach: Exists?/Storage Lanes 1 Configuration L R 1 27 0.93 29 2 0 Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 17 8 9 10 11 12 Lane Config f L R v (vph) 160 29 C(m) (vph) 377 924 v/c 0.42 0.03 95%- queue length 2.06 0.10 Control Delay 21.4 9.0 LOS C A Approach Delay 19.5 Approach LOS C HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY • • • Analyst: DPA Agency/Co.: Date Performed: 1/2005 Analysis Time Period: FUTURE W/ PROJ. PM PEAK HOUR Intersection: SW 14 STREET / SOUTH MIAMI AVE Jurisdiction: Units: U. S. Customary Analysis Year: 2009 Project ID: SMA-CABI # 04271 East/West Street: SW 14 STREET North/South Street: SOUTH MIAMI AVENUE Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 48 313 16 16 176 5 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 50 329 16 16 185 5 Percent Heavy Vehicles 2 2 Median Type/Storage Undivided / RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Minor Street: Approach Movement Westbound 7 8 9 L T R Eastbound 10 11 12 L T R Volume 52 38 175 Peak Hour Factor, PHF 0.95 0.95 0.95 Hourly Flow Rate, HFR 54 40 184 Percent Heavy Vehicles 2 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / / Lanes 0 1 0 Configuration LTR Delay, Queue Length, and Level of Service Approach NB SB Westbound Movement 1 4 1 7 8 9 Lane Config LTR LTR 1 LTR Eastbound 10 11 12 v (vph) 50 16 278 C(m) (vph) 1384 1214 552 v/c 0.04 0.01 0.50 95% queue length 0.11 0.04 2.81 Control Delay 7.7 8.0 18.0 LOS A A C Approach Delay 18.0 Approach LOS C HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY • Analyst: DPA Agency/Co.: Date Performed: 1/2005 Analysis Time Period: FUTURE W/ PROJ. PM PEAK HOUR Intersection: SW 14 TERRACE / SW 1 AVENUE Jurisdiction: CITY OF MIAMI Units: U. S. Customary Analysis Year: 2009 Project ID: SMA-CABI - # 04271 East/West Street: SW 14 TERRACE North/South Street: SW 1 AVENUE Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Movement 1 2 3 L T R Southbound 4 5 6 L T R Volume 72 50 25 646 Peak -Hour Factor, PHF 0.93 0.93 0.93 0.93 Hourly Flow Rate, HFR 77 53 26 694 Percent Heavy Vehicles --- -- 0 -- Median Type/Storage Undivided / RT Channelized? Lanes 1 0 0 1 Configuration TR LT Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 2 16 Peak Hour Factor, PHF 0.93 0.93 Hourly Flow Rate, HFR 2 17 Percent Heavy Vehicles 2 2 Percent Grade 40) 0 0 Flared Approach: Exists?/Storage No / / Lanes 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 17 8 9 I 10 11 12 Lane Config LT i LR I v (vph) 26 19 C(m) (vph) 1468 791 v/c 0.02 0.02 956 queue length 0.05 0.07 Control Delay 7.5 9.7 LOS A A Approach Delay 9.7 Approach LOS A HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY • Analyst: DPA Agency/Co.: Date Performed: 1/2005 Analysis Time Period: FUTURE W/ PROJ. PM PEAK HOUR Intersection: SW 14 TERRACE/ SOUTH MIAMI AVE Jurisdiction: CITY OF MIAMI Units: U. S. Customary Analysis Year: 2009 Project ID: SMA-CABI - # 04271 East/West Street: SW 14 TERRACE North/South Street: SOUTH MIAMI AVENUE Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R I L T R Volume 17 327 196 3 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 17 344 206 3 Percent Heavy Vehicles 2 -- -- -- -- Median Type/Storage Undivided / RT Channelized? Lanes 0 1 1 0 Configuration LT TR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 j 10 11 12 L T R # L T R Volume Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade (%) Flared Approach: Exists?/Storage Lanes Configuration 0 49 23 0.95 0.95 51 24 0 0 0 No 0 0 LR Delay, Queue Length, and Level of Service Approach NB SB Westbound Movement 1 4 1 7 8 9 Lane Config LT Eastbound 10 11 12 LR v (vph) 17 75 C(m) (vph) 1362 547 v/c 0.01 0.14 95o queue length 0.04 0.47 Control Delay 7.7 12.6 LOS A B Approach Delay 12.6 Approach LOS B • Project Driveway • • HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY • • Analyst: DPA Agency/Co.: Date Performed: 1/2005 Analysis Time Period: FUTURE W/ PROJ. PM PEAK HOUR Intersection: SW 1 AVENUE DRIVEWAY Jurisdiction: Units: U. S. Customary Analysis Year: 2009 Project ID: SMA-CABI - # 04271 East/West Street: DRIVEWAY North/South Street: SW 1 AVENUE Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Movement 1 2 3 L T R Southbound 4 5 6 L T R Volume 37 40 75 545 Peak -Hour Factor, PHF 0.93 0.93 0.93 0.93 Hourly Flow Rate, HFR 39 43 80 586 Percent Heavy Vehicles -- -- 0 -- Median Type/Storage Undivided / RT Channelized? Lanes 1 0 0 1 Configuration TR LT Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 50 Peak Hour Factor, PHF 0.93 Hourly Flow Rate, HFR 53 Percent Heavy Vehicles 2 Percent Grade (%) 0 Flared Approach: Exists?/Storage Lanes 1 Configuration L R 1 93 0.93 99 2 0 / Delay, Queue Length, and Level of Service Approach NB SE Movement 1 4 Lane Config LT Westbound 7 8 9 L R Eastbound 10 11 12 v (vph) 80 53 99 C(m) (vph) 1528 333 1005 v/c 0.05 0.16 0.10 9596 queue length 0.17 0.56 0.33 Control Delay 7.5 17.8 9.0 LOS A C A 0 Approach Delay 12.1 Approach LOS B 0 Appendix E Committed Development Information • • e • • CABI Brickell Property MUSP Committed Develoment Trip Assignment Segment Direction Protect Total From To Brickell Commons TAZ 571 TAZ 573 Coral Station TAX 579 TAZ 580 TAZ 581 Miami Avenue SE 8 St. SW 12 St. NB 176 0 831 32 176 0 0 1215 SW 12 St. SW 13 St. NB 176 0 217 32 176 0 0 601 SW 13 St. SW 15 Rd. NB 59 0 87 57 176 0 3 382 5B 0 0 0 19 44 0 0 63 Coral Way Bricked Ave, S. Miami Ave. EB 0 95 0 25 0 107 0 227 WB 0 83 0 23 0 58 0 164 S. Miami Ave. SW 1 Ave. EB 117 95 130 0 24 107 0 473 WB 0 83 0 23 0 58 0 164 SW 1 Ave. SW 15 Rd, EB 117 95 130 31 24 107 0 504 WB 111 83 131 0 0 58 0 383 TAZ 571 includes: The Club a Brickell Bay, The Plaza at Brickell, and 1060 Bricker' TAZ 573 includes: The Beacon Brickell Village, Mary Brickell Village, and Premiere Towers Bricked Village TAZ 579 includes: Infinity at Brickell and Park Place at Bricked TAZ 580 includes: Jade Residences at Brickell Bay, Bricked Bay Tower, and Villa Magna TAZ 581 includes: The Sail and Emerald at Brickell • • • Brickell Commons TAZ 568 PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL Trips % Trips Trips 9 High -Rise Residential Condominium Retail Movie Theatre 1,700 DU 585, 938 SF 5,000 seats > 232 820 443 62% 48% 71% 368 965 250 � 38% 52% 29% 226 1046 100 r 594 2011 350 GROSS VEHICLE TRIPS 51% 1215 L 49% 1146 2361 Vehicle Occupancy Adjustment @ 16.00% of Gross External Trips Transit Trip Reduction © 14.10% of Gross External Trips Pedestrian / Bicycle Trip Reduction @ 15.00% of Gross External Trips (1) (2) (3) 51% 51% 51% 194 171 182 49% 49% 49% 183 162 172 378 333 354 NET EXTERNAL VEHICLE TRIPS 51% 667 49% 629 1296 1 f I Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 51% 51% 934 240 49% 49% 881 226 ........... 1815 466 Net External Person Trips (vehicles and transit modes) 51% 1174 49% 1107 2281 I I 1 Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 1 51% 255 49% 241 496 Notes (1) A 16% reduction to adjust for the difference between 1TE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (2) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (3) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II # 04271 - Brickell Commons T-gen_PM.xls • • • TAZ 571 PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL Trips % Trips Trips High -Rise Residential Condominium Office Specialty Retail 2,217 DU 80,000 SF 78,601 SF 232 710 814 63% 17% 44% 532 29 94 37% 83% 56% 310 140 119 842 169 213 GROSS VEHICLE TRIPS 1171% 655 1149% 569 382 Vehicle Occupancy Adjustment @ 16.00% of Gross External Trips Transit Trip Reduction @ 14.10% of Gross External Trips Pedestrian / Bicycle Trip Reduction @ 15.00% of Gross External Trips (1) (2) (3) 171% 171% 171% 105 92 98 149% 149% 149% 91 80 85 61 54 57 NET EXTERNAL VEHICLE TRIPS 171% 360 149% 312 210 l I I Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 171% 171% 503 129 149% 149% 437 112 294 75 Net External Person Trips (vehicles and transit modes) 171% 633 149% 550 369 I l Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle .I 1 171% 138 149% 119 I 80 Notes (1) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (2) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment 11 (3) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II # 04271 - TAZ 571 T-gen_PM.xls • • • TAZ 573 PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips High -Rise Residential Condominium Hotel Office Specialty Retail Retail , 1,192 DU 288 Rooms 46,000 SF 26,011 SF 197,380 SF 232 310 710 814 820 63% 52% 17% 44% 48% 286 89 22 31 471 37% 48% 83% 56% 52% v 167 81 108 40 510 453 170 130 71 981 GROSS VEHICLE TRIPS 50% 899 [ 50% 906 I. 1805 Vehicle Occupancy Adjustment @ 16.00% of Gross External Trips Transit Trip Reduction © 14.10% of Gross External Trips Pedestrian / Bicycle Trip Reduction 15.00% of Gross External Trips (1) (2) (3) 50% 50% 50% 144 127 135 50% 50% 50% 145 128 136 289 255 271 NET EXTERNAL VEHICLE TRIPS 50% 494 50% 497 991 Net External Person Trips in Vehicles © 1.40 Persons/ Vehicle Net External Person Trips using Transit © 1.40 Persons/ Vehicle 50% 50% 691 177 50% 50% 696 179 1387 356 Net modes) v External Person Trips(vehicles and transit mod ( 50% 868 50% 875 1744 Net External Person trips walking/ using_bicycle 1.40 Persons/ Vehicle { 50% 189 1 50% 190 I 379 Notes (1) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (2) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (3) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment (4) TAZ 573 includes Brickell Grand, Brickell View, Brickell Station Tower and Mary Brickell Village # 04271 - TAZ 573 T-gen_PM.xls • • • Coral Station TAZ 574 PM Peak Hour Trip Generation Analysis USES , UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips High -Rise Residential Condominium Specialty Retail 481 DU 40,606 SF 232 814 62% 44% 111 48 38% 56% 68 62 179 110 GROSS VEHICLE TRIPS L 55% 159 1._ 45% 130 1 289 Vehicle Occupancy Adjustment c 16,00% of Gross External Trips Transit Trip Reduction @3 14.10% of Gross External Trips Pedestrian / Bicycle Trip Reduction © 15.00% of Gross External Trips (1) (2) (3) 55% 55% 55% 25 22 24 45% 45% 45% 21 18 20 46 41 43 NET EXTERNAL VEHICLE TRIPS 55% 87 45% 71 159 1 1 1 Net External Person Trips in Vehicles © 1.40 Persons/ Vehicle Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 55% 55% 122 31 45% 45% 100 26 222 57 Net External Person Trips (vehicles and transit modes) 55% 154 45% 126 279 1 1 1 1 Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 55% 33 45% 27 1 61 Notes (1) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (2) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (3) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II (4) TAZ 572 includes The Beacon Brickell Village, The Club at Brickell Bay and 1060 Brickell # 04271 - Coral Station T-gen_PM.xls • • • TAZ 579 PM Peak Hour Trip Generation Analysis USES UNITS PM PEAK HOUR TRIPS ITE Land Use Code IN OUT TOTAL % Trips % Trips Trips High -Rise Residential Condominium Office Specialty Retail 1,243 DU 526,245 SF 54,039 SF 232 710 814 63% 17% 44% 298 132 64 37% 83% 56% 174 653 82 472 785 146 GROSS VEHICLE TRIPS 1 35% 494 165% 909 1403 Vehicle Occupancy Adjustment @ 16.00% of Gross External Trips (1) Transit Trip Reduction @ 14.10% of Gross External Trips (2) Pedestrian / Bicycle Trip Reduction 9 15.00% of Gross External Trips (3) 35% 35% 35% 79 70 74 65% 65% 65% 145 128 136 224 198 210 NET EXTERNAL VEHICLE TRIPS 35% 271 65% 499 770 1 Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle Net External Person Trips using Transit 9 1.40 Persons/ Vehicle 35% 35% 380 98 65°/a 65% 699 179 1078 277 Net External Person Trips (vehicles and transit modes) 35% 477 65% 878 1355 Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle J 35% 104 65% 191 295 Notes (1) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. 1TE's 1.2 perslveh) (2) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (3) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment 11 # 04271 - TAZ 579 T-genMPM.xIs • • TAZ 580 PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL °f° Trips % Trips Trips High -Rise Residential Condominium Specialty Retail 1,601 DU 49,905 SF 232 814 63% 44% 384 59 37% 56% 224 76 608 135 GROSS VEHICLE TRIPS 160% 443 140% 300 743 Vehicle Occupancy Adjustment c Transit Trip Reduction @ Pedestrian / Bicycle Trip Reduction @ 16.00% of Gross External Trips 14.10% of Gross External Trips 15.00% of Gross External Trips (1) (2) (3) 60% 60% 60% 71 62 66 40% 40% 40% 48 42 45 119 105 111 NET EXTERNAL VEHICLE TRIPS 60% 243 40% 165 408 Net External Person Trips in Vehicles @ Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 1.40 Persons/ Vehicle 60% 60% 340 87 40% 40% 231 59 571 147 Net External Person Trips (vehicles and transit modes) 60% 428 40% 290 718 1 Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 160% 93 140% 63 t 156 Notes (1) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. lTE's 1.2 pers/veh) (2) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (3) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II # 04271 - TAZ 580 T-gen_PM.xls • TAZ 581 PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips High -Rise Residential Condominium Specialty Retail 272 DU 2,262 SF 232 814 63% 50% 65 3 37% 50% 38 3 103 6 GROSS VEHICLE TRIPS 62% 68 1 38% 41 1 109 Vehicle Occupancy Adjustment cii Transit Trip Reduction @ Pedestrian / Bicycle Trip Reduction @ 16.00% of Gross External Trips 14.10% of Gross External Trips 15.00% of Gross External Trips (1) (2) (3) 62% 62% 62% 11 10 10 38% 38% 38% 7 6 6 17 15 16 NET EXTERNAL VEHICLE TRIPS 62% 37 38% 23 60 Net External Person Trips in Vehicles @ Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 1.40 Persons/ Vehicle 62% 62% 52 13 38% 38% 32 8 84 22 Net External Person Trips (vehicles and transit modes) 62% 66 38% 40 105 I I 1 Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle C 62% 14 1 38% 9 .' 23 Notes (1) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (2) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (3) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II # 04271 - TAZ 581 T-gen_PM.xls • • • #04271 - TAZ 568 Cabi-SMA 2005 Cardinal Distribution Direction TAZ 568 NNE 15.14% ENE 6.64% ESE 2.17% SSE 4.68% SSW 5.64% WSW 23.73% WNW 17.92% NNW 24.06% TOTAL 99.98% 21.78% 6.85% TAZ.xls • • • Cabi-SMA 2005 Cardinal Distribution Direction TAZ 571 NNE 14.70% ENE 4.69% ESE 0.31% SSE 2,01% SSW 3.97% WSW 28.75% WNW 18.49% NNW 27,09% TOTAL 100.01 % 45.58% 19.39% 32.72% 2.32% #04271 - TAZ 571 TAZ.xls • • • Cabi-SMA 2005 Cardinal Distribution Direction TAZ 573 NNE 18.58% ENE 5.63% ESE 4.43% SSE 1.53% SSW 4.86% WSW 25.49% WNW 17.48% NNW 21.99% TOTAL 99.99% 39.47% 24.21Vo 30.35% 5.96% #04271-TAZ 573 TAZ.xls • • • Cabi-SMA 2005 Cardinal Distribution Direction TAZ 574 NNE 20.67% ENE 13.22% ESE 2.96% SSE 1.70% SSW 5.25% WSW 21.60% WNW 15.17% NNW 19.43% TOTAL 00.00% 34.60% 33.89% 26.85% 4.66% #04271-TAZ 574 TAZ.xls • • • Cabi-SMA 2005 Cardinal distribution Direction TAZ 579 NNE 20.16% ENE 7.09% ESE 0.65% SSE I.1o% SSW 3.69% WSW 27.57% WNW 19.06% NNW 20.68% TOTAL 100.00% 39.74% 27.25% 31.26% 1.75% #04271-TAZ 579 TAZ.xls • • • Cabi-SMA 2005 Cardinal Distribution Direction TAZ 580 NNE ENE ESE SSE SSW WSW WNW NNW 13.84% 3.50% 0.40% 0.98% 3.51% 29.05% 19.74% 28.99% TOTAL 100.01 48.73% 17.34% 32.56% 1.38% #04271-TAZ 580 TAZ.xIs • • • Cabi-SMA 2005 Cardinal Distribution Direction TAZ 581 NNE 18.65% ENE 3.34% ESE 0.54% SSE 1.13% SSW 2.04% WSW 26.54% WNW 19.42% NNW 28.35% TOTAL 100.01 % #04271 - TAZ 581 TAZ.xIs Appendix F Traffic Control Measures Plan • 0 • • • Cabi SMA TRAFFIC CONTROL MEASURES PLAN The project's design and location will reduce the project vehicular traffic volumes as follows: • The project is a proposed mixed use development which includes residential, retail and an office component. This type of development will result in a portion of the trips being captured within the development, or internal to the site. • The project will also provide residential units with accessibility to mass transit. This feature will allow residents to use mass transit for their trip to work. The development will also do the following to further reduce peak hour vehicle trips: • Will encourage employers/landlords to participate in ridesharing programs through South Florida Commuter Services. Available information will be obtained and distributed to all employers/landlords in the development. • Miami -Dade County Transportation Agency current local and regional mass transit route and schedule information will be provided to potential transit users in a prominent public area of the development. The information provided and maintained on the premises will be updated, when necessary, at no less than six month intervals. • Promote mass transit use by encouraging employers/landlords to purchase transit passes and make them available to employees and residents at discounted prices or no charge, or in lieu of subsidized parking. • Encourage employers to implement staggered work hours. Implementation of these items will result in a minimum of ten percent (10%) reduction of peak hour vehicle trips. The performance of the plan will be monitored by measuring actual afternoon peak hour volumes at the project driveways and comparing the counts against total project trips based on the Institute of Transportation Engineers (ITE) trip generation rates.