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HomeMy WebLinkAboutAttachment A - ~__n Kimley.Horn ~ U and Associates, Inc. April 25, 20 I 0 Mr. Jorge Vera Acting City Manager City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, Florida 33160 Re: Collins Avenue / 183rd Street Driveway Modification Analysis; Sunny Isles Beach, Florida Dear Mr. Vera: Kimley-Hom and Associates, Inc. is pleased to submit this driveway modification analysis associated with the intersection of Collins Avenue and l83rd Street. The City is considering removing access to ingress vehicles at the existing driveway on 183rd Street, directly west of Collins Avenue, and adding a right-in/right-out driveway on Collins Avenue, directly south of l83rd Street. Based on the analysis, the intersection of Collins Avenue and 183rd Street will operate at the existing level of service, or better, with the driveway modification on 183rd Street. Following is a discussion on our analysis and conclusions. Background Information It is our understanding that the City is considering modifying the existing driveway on 183rd Street, directly west of Collins Avenue, to only allow egress vehicles. A right-in/right-out driveway would be constructed on Collins Avenue, directly south of 183rd Street to accommodate ingress vehicles that would previously use the driveway on 183rd Street. Existing and future level of service were analyzed at the intersection of Collins Avenue and 183rd Street. Figure I provides the location of the study intersection. . Suile 200 1920 Wekiva Way West Palm Beach. Florida 33411 ,;- ~ f" !;" '"1 r ~ .. ". i': ,r~" F:l ~_n Kimley.Horn ~_U and Associates,lnc. CllOll KIMlfy.I<<)RN ANOASlOOATES.INC. 1920 Wfkjya WIV Suite 200. West PJIm Buch, Florid, Pho.., 561.8.So0665 F." 56H61.8175 www.kim1f'l-horn.com CA 00000696 DATE: 04-25-2011 PROJECT #: 144333004 LOCATION MAP COLLINS AVENUE AT 183RD STREET DRIVEWAY CLOSURE SUNNY ISLES BEACH, FLORIDA FIGURE 1 ~=~ Kimley-Horn and Associates, Inc. Mr. Jorge Vera, April 25, 2011, Page 3 Data Collection Turning movement counts were collected at the intersections of Collins Avenue at 183rd Street and 183rd Street at Existing Driveway (west of Collins A vneue). The turning movement counts are provided in the Appendix. The turning movement counts were collected from 7:00 AM to 8:00 PM on the following days in March and April 20 II: . Thursday, March 24, 2011 . Friday, March 25,2011 . Saturday, April 2, 2011 Volume Development The turning movement counts were summarized into AM and PM peak hours for each the weekday and the weekend. The AM peak hour was based on the turning movement volumes collected between 7:00 AM and 1 :00 PM, and the PM peak hour was based on turning movement volumes collected between 1 :00 PM and 8:00 PM. The AM and PM peak hour turning movement volumes for the weekday analysis periods were averaged between the counts performed on Thursday and Friday. The weekend AM and PM peak period turning movement volumes were based on the Saturday turning movement count. A summary of AM and PM peak hour turning movement volumes at the intersections are provided in the Appendix. To account for the driveway modification on 183rd Street, the ingress vehicles utilizing the driveway were redistributed to the proposed right-in/right-out driveway on Collins A venue. The turning movement percentages at the intersection of Collins Avenue and 183rd Street were used to determine the amount of driveway traffic that would either travel north or south on Collins Avenue. A figure showing the diverted traffic is provided in the Appendix. The redistributed traffic was added/subtracted to the existing AM and PM peak hour turning movement volumes in order to determine future traffic volumes at the intersection of Collins A venue at 183 rd Street. Volume summary figures are provided in the Appendix. Level of Service Analysis at Collins Avenue & 10:td Street Existing and future level of service at the intersection of Collins A venue and 183rd Street was analyzed using Syncho 7. Synchro 7 is an intersection capacity analysis software that is based on the Highway Capacity Manual (HCM). Peak hour factors and percentages of trucks observed in the field were used in the analysis. The traffic signal timings at the intersection were based on the Time of Day Schedule Report provided by Miami-Dade County. The Synchro 7 reports are provided in the Appendix. ~=~ Kimley-Horn and Associates, Inc. Mr. Jorge Vera, April 25. 2011, Page 4 Table 1 provides a summary of the existing and future intersection and approach delay (in seconds), level of service, and maximum volume-to-capacity ratio for the AM and PM peak periods for both the weekday and Saturday. The City is considering converting the existing eastbound approach, which consists of a shared left-through and an exclusive right-turn lane into, to an exclusive left turn lane and a shared left-through-right turn lane. The change in geometry will require the eastbound and westbound approaches to operate as split phased. The existing cycle lengths and northbound I southbound splits were not changed. The future conditions analysis reflects the proposed geometry and phasing changes. T ABLl 1 COlLINS AVENUE AT 183RD STRUT INTERSECTION CAPACITY ANAL YSIS SUMMARY Exlstlnll Conditions Future Conditions Analysis Period IntersectIon Intersection vie Intersection Intersection VIC ADoroaeh Delav rseel LOS Ratio Delav rseel LOS Ratio Weekday AM Peak Hour 18.4 B 0.67 17.7 B 0.62 Eastbound Approach 57.8 E 0.88 54.3 D 0.79 Westbound Approach 36.3 D 0.01 60.3 E 0.10 Northbound Approach 11.8 B 0.62 11.5 B 0.61 Southbound Approach 15.2 B 0.62 15.0 B 0.62 Weekday PM Peak Hour 20.6 C 0.87 19.7 B 0.73 Eastbound Approach 79.9 E 0.92 70.3 E 0.78 Westbound Approach 49.8 D 0.01 77.9 E 0.19 Northbound Approach 16.5 B 0.88 14.8 B 0.7S Southbound Approach 15.3 B 0.65 16.4 B 0.67 Saturday AM Peak Hour 13.6 B 058 13.3 B 0.52 Eastbound Approach 54.1 D 0.78 55.5 E 0.72 Westbound Approach 40.5 D 0.02 64.2 E 0.29 Northbound Approach 8.8 A 0.51 8.5 A 0.51 Southbound Approach 11.2 B 0.51 10.8 B 0.52 Saturday PM Peak Hour 15.6 B 0.68 15.9 B 0.66 Eastbound Approach 53.6 D 0.79 55.9 E 0.76 Westbound Approach 40.0 D 0.01 61.9 E 0.19 Northbound Approach 11.6 B 0.67 11.7 B 0.67 Southbound Approach 13.2 B 0.59 13.2 B 0.59 Note: The future conditions analysis reflects the proposed geometry and phasing changes, Based on the intersection capacity analysis summarized in Table 1, the intersection is expected to operate at an acceptable level of service for both existing conditions and future conditions. For all analysis periods, the intersection is expected to operate at the existing level of service with the modification to the dri vewa y on 183 rd Street. Summary Based on the analysis, the intersection of Collins Avenue and 183rd Street will operate at the existing level of service, or better, with the driveway modification on 183rd Street. The geometry changes for the eastbound approach at Collins Avenue and I 83rd Street will require a four section signal head for the inside lane. ~__n Kimley-Horn ~ U and Associates, Inc. Mr. Jorge Vera. April 25, 2011, Page 5 If you have any questions or comments, please give me a call. Sincerely, KlMLEY-HORN AND ASSOCIATES, INC. Adam Kerr, PE Transportation Engineer Attachments: Turning Movement Counts Volume Development Summary Synchro Reports Cc: K:IWPBJPTOII44JI144JJJOO4 18Jrd CountslSumm.ry Lener 04251 I.doc Type of peak hour being reported: Intersection Peak LOCATION: Collins Ave -- 183rd 51 CITY/STATE: Sunny Isles, FL Method for determining peak hour: Tolal Entering Volume QC JOB #: 10572101 DATE: 3/24/2011 181981721 L~5 1680 ~ L ~.. . ~ 188 . 242 .J t. 2. 4 81.~.OEJ 384 . 141 '\ r 2. 3 1;1:5~1 184281547 Peak-Hour: 8:15 AM -- 9:15 AM Peak 15-Min: 8:15 AM -- 8:30 AM 1.7 3,0 0.0 L . ~ 43.1,7.J ~ t. 00.00 00 . ~. 00 239"' . ,.p 00 12; 1.7 0:1 3,0 1.7 3,1 ~5; a: Quality Counts - r ., I I' I~ .,,, ~ , . I r ., 0.. - . ," ' .1, "\ .' '\" (':',I-!.:::. i (:1'\ ;'tl",'E::. ~.:.L 38 t~t 69 I~I ~.[ 11\ ~ +- ~~ : ~L : :~: : -l: : :t- ~.. ~L --.J' ~.. ~L . -. . .J~t. ~ ~ 1 nr-- .J [e] t. . ... . . !III! · '\ r '\ r I"' . "1 I"' . "1 15.Min Count Collins Ave Collins Ave 183rd St 183rd St Period (Northboundl (Southboundl (Eastboundl [Westbound) Total Hourly Beginning At Left Thru Rlcht U Left Thru RTclht U Left Thru Rlcht U Left Thru Rlcht U Totals 7:00 AM 5 177 0 6 0 198 10 0 8 0 4 0 1 0 0 0 409 7:15AM 12 209 1 4 0 232 23 1 8 0 8 0 0 0 0 0 498 7:30 AM 19 227 0 5 0 274 30 0 30 0 13 0 1 1 0 0 600 7:45 AM 23 295 0 7 0 331 43 4 46 0 31 0 0 0 0 0 780 2287 8:00 AM 31 228 1 5 0 378 56 0 49 1 38 0 0 0 1 0 788 2666 I 11'1~-A""''':. ,311r.- ,.t345':"' : n:; J:1r.sv V,,'f; , 42.1l1~il&63~""12lllli 1 ';,', " ""''n"''':,,;:'O''''....;;;O.<;,;...O.. ~31Rd' 'I 8:30 AM 14 358 '0 7 1 431 16 5 85 0 60 0 0 0 0 0 977 3561 8:45 AM 7 423 0 5 0 438 19 4 27 0 22 0 1 0 2 0 948 3729 9:00 AM 16 329 0 6 1 390 17 1 34 0 18 0 1 0 0 0 813 3754 9:15AM 17 293 0 6 0 413 8 4 25 0 14 0 0 0 1 0 781 3519 9:30 AM 17 347 0 4 0 373 15 3 35 0 25 0 2 0 1 0 822 3364 9:45 AM 16 330 0 10 0 420 15 7 34 1 24 0 0 0 0 0 857 3273 10:00 AM 13 346 0 9 0 367 22 4 47 0 23 0 0 0 0 0 831 3291 10:15AM 17 355 0 5 2 400 24 5 38 0 21 0 0 0 0 0 867 3377 10:30 AM 14 340 0 4 0 384 25 2 44 0 29 0 0 0 0 0 842 3397 10:45 AM 14 350 0 9 0 397 20 6 40 0 24 0 3 0 0 0 863 3403 11:00 AM 20 335 0 8 0 390 26 5 35 0 29 0 0 0 0 0 848 3420 11:15AM 13 351 0 11 0 392 24 3 40 0 30 0 0 0 1 0 865 3418 11:30 AM 20 366 0 14 0 407 26 5 48 0 25 0 1 0 0 0 912 3488 11:45AM 19 370 0 9 2 420 31 5 46 0 24 0 1 0 1 0 928 3553 12:00 PM 15 327 0 3 2 388 22 7 65 0 34 0 0 0 0 0 863 3568 12:15 PM 12 404 1 7 0 403 35 5 35 0 15 0 0 0 1 0 918 3621 12:30 PM 12 307 1 7 0 403 39 2 53 1 29 0 2 0 1 0 857 3566 12:45 PM 14 408 0 14 0 429 19 2 29 0 27 0 0 0 0 0 942 3580 Peak 15.Mln Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Rlcht U Left Thru Rlliht U Left Thru Rlcht U Left Thru Rlcht U All Vehi~les 144 1380 0 4 0 1684 252 48 384 4 164 0 0 0 0 0 4ut54 Heavy Trucks 0 16 0 0 48 8 8 0 4 0 0 0 84 Pedestrians 76 28 24 56 184 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stoooed Buses Comments: Report generated on 4/12/2011 7:43 AM SOURCE: Quality Counts, LLC (hUp:/Iwww.qualitycounts.nel) Type of peak hour being reported: Intersection Peak LOCATION: Collins Ave -- 183rd St CITY/STATE: Sunnv Isles, FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572104 DATE: 3/24/2011 21628254 11~61973 ~L ~.. . ~ 260 .215 .t t. 3 + 5 ~o + ~ + oEJ '" 4 ': ,:.,:'I~ ' 21048144 Peak-Hour: 5:30 PM n 6:30 PM Peak 15.Min: 5:30 PM -- 5:45 PM 0,5 1.1 lo~ 0,6 o.oL ~.. . ~ 04 + 19.t ~ t. 00. 00 00 +~. 00 16~... ~ ,.rF 00 10: 1,0 0~01 0,6 1,0 a: Quality Counts -I' "11'1' ';"i ~ , - 1- , -.' - . , ., . .' I,. ,~ " . ..~.. .: ('.1...0. i (.', ;'i: F ',.'1': ,:", ~.:.L 67 t~t 38 I~I ~HH ~ or ~: : ~L : :~: : -l= ~ :'t ~.. ~L ~ ~.. ~L . ---. . .t~t. '1 Hrrr-- .t ~t. + ... . + !III! · "' r "' r I'" . "1 I'" . "1 15-Mln Count Collins Ave Collins Ave 183rd St 183rd St Period {Northboundl (Southbound) (Eastbound) (Westbound) Total Hourly Beginning At Left Thru Rloht U Left Thru Rloht U Left Thru Rloht U Left Thru Rloht U Totals 1:00PM 26 371 0 4 0 402 24 3 36 0 25 0 0 0 1 () 892 1:15PM 19 383 1 10 0 385 22 7 40 0 14 0 1 0 0 0 882 1:30PM 26 321 0 8 0 380 26 6 55 0 27 0 0 0 1 0 850 1:45PM 33 382 0 11 0 404 33 10 52 0 44 0 0 0 0 0 969 3593 2:00 PM 20 360 0 12 0 421 25 4 55 0 41 0 0 0 0 0 938 3639 2:15PM 20 414 0 6 3 383 23 7 32 0 27 0 0 0 0 0 915 3672 2:30 PM 25 403 2 5 0 386 27 10 37 0 29 0 1 0 0 0 925 3747 2:45 PM 30 379 3 9 1 432 39 2 35 0 33 0 2 0 1 0 966 3744 3:00 PM 18 418 1 12 0 394 38 6 73 0 47 0 0 0 1 0 1008 3814 3:15PM 18 501 1 21 0 464 33 13 87 0 35 0 0 0 1 0 1174 4073 3:30 PM 20 421 0 8 0 455 30 5 77 1 36 0 1 0 1 0 1055 4203 3:45 PM 18 464 2 5 1 462 31 6 58 1 35 0 0 0 1 0 1084 4321 4 :00 PM 26 443 1 6 1 440 34 7 70 0 26 0 1 0 1 0 1056 4369 4:15PM 29 472 0 9 0 519 36 0 57 0 42 0 0 0 1 0 1165 4360 4:30 PM 14 468 0 6 0 511 32 6 80 0 35 0 0 0 0 0 1152 4457 4:45 PM 21 507 1 6 0 470 35 6 53 0 29 0 2 0 0 0 1130 4503 5:00 PM 17 503 1 8 0 483 37 4 55 0 24 0 1 0 2 0 1135 4582 5:15 PM 23 517 1 8 0 439 36 4 62 0 34 0 0 0 1 0 1125 4542 I',:' ".<In I>U 23-',:'524 ' 1 II - ~. 0'_ 4114" ,.i"fill :-';-11 -fi4' ,:0 .. 3n n'" '"'n " n: ' '"? O. 1 ?n2 :;' ~? 5:45 PM 20 472 1 11 0 470 41 5 53 0 28 0 1 0 1 0 1103 4565 6:00 PM 25 526 1 6 0 517 29 7 60 0 19 0 1 0 0 0 1191 4621 6:15 PM 26 491 1 7 0 492 37 5 48 0 19 0 0 0 0 0 1126 4622 6:30 PM 17 428 0 6 0 485 29 10 47 1 34 0 1 0 0 0 1058 4478 6:45 PM 14 497 0 9 0 414 35 5 43 0 22 0 2 0 0 0 1041 4416 Peak 15.Mln Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Rlnht U Left Thru Rlnht U Left Thru Rlnht U Left Thru Rlaht U All Vehicles 92 2096 4 36 0 1976 236 24 216 0 120 0 0 0 8 0 4808 Heavy Trucks 0 24 0 0 16 0 0 0 4 0 0 0 44 Pedeslrlans 48 40 56 48 192 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Report generated on 4/12/2011 7:43 AM SOURCE: Quality Counts, LLC (hllp:/Iwww.qualitycounts.net) Type of peak hour being reported: Intersection Peak LOCATION: Collins Ave -- 183rd SI CITY/STATE: Sunnv Isles, FL 176E1663 I: 1647 ~L ---1... . .. 163 .. 162 .J t. 1.. 1 ~ 0 . I 0.90 I" 0 8 '~4,;,:,:~ ' 175481753 ~.:.L 65 t <P t 66 I~I ~... . ..L =~: -4~ · 'r- 15.Min Count Collins Ave Period (Northboundl Beglnnln!! At Left Thru Rloht U Left 'P7,OO.RMl!iii '!A13m-.:'471~0~8!l:li"'0 7:15 PM 16 41B 0 6 0 7:30 PM 22 406 0 3 0 7:45 PM 23 357 1 9 1 Peak 15.Mln Flowrates All Vehicles Heavy Trucks Pedeslrians Bicycles Railroad Stoooed Buses Comments: Northbound Left Thru Rlnht U 52 1884 0 32 o 12 0 76 o 0 0 Report generated on 4/12/2011 7:43 AM Method for determining peak hour: Total Entering Volume QC JOB #: 10572107 DATE: 3/24/2011 Peak-Hour: 7:00 PM -- 8:00 PM Peak 15.Min: 7:00 PM ..7:15 PM 0,9 0.9 0.0 L . .. 06 "22 .J ~t. 00.. 00 00 + ....0.. 00 15+00'\ 1'00.00 10; 0.6 ~Ol 0,6 0,7 0,6 ~~ a: Quality Counts ", '11""',"'-'.'" I '.,' ,"' -.', ", 'II. '-\ '.' .', ," ( ,",~ l. ~.;. I ':)'. ::1: r', ....l.~ :,; ", ~.JlH ~ -.. ~ Collins Ave ISouthboundl Thru Rlcht 414 23 394 28 369 18 Southbound Left Thru Rl"llt U o 1880 80 28 080 12 020 lL + ~: : ~L : =~: : --l= ~ :'t IIn~ ~... . ..L :~: -4' · 'r- U 7_ 4 9 8 Left 183rd St 183rd St (Eastboundl tWestboundl T t I Hourly Thru Riaht U Left Thru Riaht U a a Totals _rR_ "D_n~o__n_~.I056_~ o 20 0 0 0 0 0 953 o 21 0 0 0 0 0 922 o 22 0 0 0 1 0 851 3782 52 39 42 Eastbound Westbound Total Left Thru Rinht U Left Thru Rinht U 196 0 72 0 0 0 0 0 4224 0 0 0 0 0 0 20 80 52 220 0 0 0 0 0 0 2 SOURCE: Quality Counts, LLC (hllp:/Iwww.qualitycounts.net) Type of peak hour being reported: Intersection Peak LOCATION: Collins Ave -- 183rd St CITY/STATE: Sunnv Isles. FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572102 DATE: 3/25/2011 181481744 11~91683 ~L ___J., . ~ 202.254.1 \. 3.5 EJo · ~. oEJ 423 . 169 '\ I' 2. 3 11;1:76 ~I 188381590 Peak-Hour: 8:15 AM -- 9:15 AM Peak 15.Min: 8:15 AM -- 8:30 AM 2.0 2.4 0.0 L . ~ 4,5 .1,6.1 ~,' , \. 0,0.0,0 o,o.~. 0,0 2,4 ~.. . ,.p 0,0 12; 2,1 o~o I 2,5 2.1 2,6 ~5; a: QU,~~:~~~,~?~~;,~ ~.:..L 53 t~t122 I~I ~.JllL lL +- ~: : :L : :<6>: : ~t : :~ -. ~ iln~ ~~ . ~L : fel: --1' · "I ~~ . ~L :~: '\~I' I" · "1 ---1' 1S.Min Count Collins Ave Collins Ave 183rd St 183rd st Period (Northboundl (Southbound) (Eastbound) (Westboundl Total Hourly Beginning At Left Thru Riaht U Left Thru Rlaht U Left Thru Riaht U Left Thru Rloht U Totals 7:00 AM 7 166 0 -6 0 161 10 0 9 0 3 0 0 0 1 0 363 7:15AM 11 226 0 4 0 231 18 0 11 0 9 0 1 0 0 0 511 7:30 AM 15 214 0 9 0 261 31 0 30 0 10 0 2 0 0 0 572 7:45 AM 24 270 0 4 0 332 39 1 45 0 30 0 0 0 0 0 745 2191 8:00 AM 33 259 2 8 0 396 44 3 74 0 45 0 0 0 0 0 864 2692 -Eh1!'\'AM ~ ~30 If,~337..t 's' ';'l_'.i.;:;Q::tl ~. n~{416'~ ;''-;;57.u:;~ ,:1,'" '~',Q2";lk 70'ti.,,'4'!i'57,,~ ~,O' d.. ..n-...,.10..." "&l;rru;;;;OE'll ii,10C 1:li11i IiIiiI HAU,l 6:30 AM 14 327 1 4 0 419 25 5 91 0 65 0 0 0 1 0 952 3562 8:45 AM 19 436 0 9 0 438 20 3 31 0 25 0 0 0 1 0 962 3799 9:00 AM 20 376 0 7 1 410 17 2 40 0 22 0 2 0 0 0 897 3832 9:15AM 12 338 0 6 0 423 13 11 28 0 16 0 1 0 2 0 850 3681 9:30 AM 16 327 1 13 0 435 16 5 42 0 23 0 1 0 0 0 879 3608 9:45 AM 13 341 0 8 0 390 25 10 43 0 20 0 0 0 0 0 850 3476 10:00 AM 14 329 1 5 0 316 21 5 43 0 20 0 0 0 1 0 755 3334 10:15AM 12 351 1 11 0 407 21 3 37 0 25 0 1 0 0 0 869 3353 10:30 AM 22 318 0 11 1 390 25 3 39 0 32 0 0 0 1 0 842 3316 10:45 AM 13 406 0 12 0 416 20 5 40 1 25 0 0 0 1 0 939 3405 11:00 AM 18 340 0 7 0 363 23 7 59 0 23 0 2 0 0 0 842 3492 11:15AM 16 362 2 3 2 446 27 3 34 0 28 0 0 0 2 0 925 3548 11:30AM 25 370 0 7 0 400 28 6 43 0 25 0 1 0 0 0 905 3611 11:45AM 22 379 0 5 1 409 33 8 39 0 25 0 0 0 1 0 922 3594 12:00 PM 22 336 0 6 0 418 35 10 45 0 27 0 0 0 0 0 899 3651 12:15PM 19 371 0 9 0 459 29 6 40 0 27 0 0 0 0 0 960 3686 12:30 PM 30 393 0 6 0 440 26 4 38 1 38 0 0 0 0 0 976 3757 12:45 PM 13 379 0 5 0 433 18 6 46 1 32 0 0 0 1 0 934 3769 Peak 1S.Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Rlnht U Left Thru Rlnht U Left Thru Rioht U Left Thru Rlnht U All Vehicles 120 1348 4 36 0 1664 22B 4 368 0 228 0 0 0 4 0 4004 He,avy..Trucks 4 32 0 0 24 8 4 0 4 0 0 0 76 PedestriilOs 96 16 16 136 264 Bic;ycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stoooed Buses Comments: Report generated on 4/12/2011 7:43 AM SOURCE: Quality Counts. LLC (http://www.qualitycounts.net) Type of peak hour being reported: Intersection Peak LOCATION: Collins Ave -- 183rd St CITY/STATE: Sunny Isles, FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572105 DATE: 3/25/2011 21858387 11:22007 ~ L __J..1 . ... 268 . 246 .J t. 6. 10 ~O . ~. 2~ 371 . 125 '\ r 2 . 3 -l:2:0 :1 216B257 Peak-Hour: 4:45 PM -- 5:45 PM Peak 15-Min: 5:00 PM .- 5:15 PM 0,8 ~O; 0,8 1,2 ~L ct Quality Counts ',", '\I'I'r"';'l- . -,( . '.. . . ',.. . ;. '(', ~\ . '\" C.;':,I.Lf.: I L"-.. :':1.',.']0" :. . 00 .08.J ~ to 00. 0.0 00 .~. 00 05 ~~ . ,.p 00 10: 1.2 0.01 0,8 1.2 ~.:.L 46 t <S> t 81 1+:+1 ~~IH ~ +- ~: : :L : : <6>: : 1: : :~ ~~ ...L ~ ~~ ...L . ---. . .J~t. ~ Hn~ .J reJ t. . ,... . . ~-! . '\ r '\ r I~ . "1 I~ . "1 15-Mln Count Collins Ave Collins Ave 183rd St 183rd St Period (Northboundl {Southboundl {Eastboundl (Westbound) Total Hourly Beginning At Left Thru RJaht U Left Thru Rlcht U Left Thru Rlaht U Left Thru Rinht U Totals 1 :00 PM 19 377 0 15 0 437 34 10 61 0 31 0 0 0 0 0 984 1:15PM 18 436 1 8 1 467 29 6 52 0 34 0 0 0 0 0 1052 1:30PM 30 363 1 12 0 406 33 4 43 0 39 0 1 0 1 0 933 1:45PM 28 395 0 8 0 455 27 11 57 0 42 0 0 0 0 0 1023 3992 2:00 PM 22 376 1 7 0 392 19 6 56 0 34 0 1 0 0 0 914 3922 2:15PM 21 382 0 9 0 491 19 3 45 0 29 0 0 0 0 0 999 3869 2:30 PM 38 408 2 9 0 446 26 10 36 0 30 0 1 0 1 0 1007 3943 2:45 PM 34 417 2 3 1 482 26 9 43 1 27 0 0 0 0 0 1045 3965 3:00 PM 30 421 1 14 1 475 38 7 62 0 55 0 0 0 2 0 1106 4157 3:15PM 32 531 0 10 0 502 28 10 97 0 39 0 1 0 0 0 1250 4408 3:30 PM 23 444 3 14 1 463 42 4 83 1 33 0 0 0 1 0 1112 4513 3:45 PM 15 537 1 10 0 483 23 6 64 0 28 0 0 0 3 0 1170 4638 4:00 PM 16 501 1 11 0 485 35 8 65 0 32 0 1 0 0 0 1155 4687 4:15 PM 18 479 1 11 1 497 29 7 65 0 34 0 1 0 0 0 1143 4580 4:30 PM 22 513 0 14 0 511 31 7 56 0 33 0 1 0 1 0 1189 4657 4:45 PM 22 520 0 13 0 505 39 3 49 0 25 0 0 0 0 0 1176 4663 I" 5:00 P.Ml'.? e~34'c'O;;:l550';,' ~ 0:' 4" . O' ,1;02.. .39 "41.- ,'~.75~' ~Od ,..~, .::n 1" 0"'. ~2r .~n'i!u il1245~ 1'iF4753W 5:15 PM 23 550 1 10 1 487 41 3 60 0 27 0 1 2 1 0 1207 4817 5:30 PM 25 500 1 4 0 513 43 5 62 0 39 0 0 0 3 0 1195 4823 5:45 PM 22 492 0 9 1 478 48 7 59 1 30 0 1 0 1 0 1149 4796 6:00 PM 26 503 0 6 0 461 40 8 60 0 29 0 0 0 0 0 1133 4684 6:15PM 15 504 2 8 0 487 38 9 67 0 23 0 0 0 1 0 1154 4631 6:30 PM 21 480 1 12 0 470 26 6 47 0 30 0 0 0 0 0 1093 4529 6:45 PM 13 446 0 13 0 464 23 5 53 0 21 0 0 0 0 0 1038 4418 Peak 15.Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Rlnht U Left Thru Rlnht U Left Thru Rlcht U Left Thru Rlchl U All Vehicles 136 2200 0 16 0 2008 156 16 300 0 136 0 4 0 8 0 4980 Heavy Trucks 0 8 0 0 12 0 4 0 0 0 0 0 24 Ped~strians 64 4 24 44 136 Bicycles 0 2 0 0 0 0 0 0 0 0 0 0 2 Railroad Stoooed Buses Comments: Report generated on 4/12/2011 7:43 AM SOURCE: Quality Counts. LLC (hllp:llwww.qualilycounts,net) Type of peak hour being reported: Intersection Peak LOCATION: Collins Ave -- 183rd Sl CITY/STATE: Sunny Isles, FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572108 DATE: 3/25/2011 191181781 I: 1776 ~L .--J.. . ~ 158 . 173 " t. 1. 2 ~1 + ~. o~ 272+98'\ (' 1+ 4 1;1:2:1 19181673 ~.:.L 1341 <i> I 97 I~I ~.. . ~L :~: -l' · "I Peak-Hour: 7:00 PM -- 8:00 PM Peak 15-Min: 7:15 PM -- 7:30 PM 0.8 ~~08 0,8 :L a: QU'~~:~0, f:~~~J,: . 0,6 .O'6"~, t. 0,0. 0,0 0,0 +~. 0,0 0,7 9" . .. ('r 0,0 I 0: 0.8 0.0 I 0,8 0,8 ~HJ~ lL 4- ~: : ~L : : <6>: : -l= : :~ --.J ---. '1 ~.. . ~L : [e]: -l' · 'r- 1rn~ 15.Mln Count Collins Ave Collins Ave 183rd St 183rd St Period (Northbound) (Southboundl (Eastboundl (Westbound) Total Hourly Beginning At Left Thru Rlcht U Left Thru Rlcht U Left Thru RIQht U Left Thru Rlcht U Totals 7:00 PM 13 439 0' 10 0 439 37 10 56 0 20 0 0 .0 1 0 1025 W"7,15 P.M. ~17~4?n.,~;,,,,;Iill:n_l!I;101~ ~lm[;~ ... ....a'li 'Ii ~n~ - 7:30 PM 16 357 2 7 1 446 19 8 43 1 24 0 1 0 0 0 925 7:45 PM 13 356 0 13 0 408 18 7 37 0 27 0 0 0 0 0 879 3858 Peak 15-Mln Flowrates All Vehicles Heavy Trucks Pedestrians Bicyc)es Railroad Stoooed Buses Comments: Northbound Left Thru Rlcht U 68 1680 0 40 o 24 0 72 o 1 0 Report generated on 4/12/2011 7:43 AM Southbound Left Thru Rlliht U o 1932 100 40 o 24 0 24 010 Eastbound Westbound Total Left Thru Rlaht U Left Thru Rlaht U 148 0 108 0 0 0 0 0 4116 4 0 4 0 0 0 56 128 128 352 0 0 0 0 0 0 2 ~ SOURCE: Quality Counts, LLC (hllp:/Iwww.qualitycounts.net) Type of peak hour being reported: Intersection Peak LOCATION: Collins Ave -- 183rd St CITY/STATE: Sunny Isles, FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572103 DATE: 4/2/2011 169981637 I: 1581 ~L ~.,. '" 176 + 177 j t.' + 7 8 1 + I 0.941 + 2 El 277+99'\ r 4+ 6 1:1:':1 170781543 Peak-Hour: 12:00 PM --1:00 PM Peak 15-Min: 12:45 PM --1:00 PM 1.5 1.10.0L . '" 06 +2.3 j ~t. 00 + 00 00 + .. + 00 18.10'\ . roo.oo I"' · ,., 10: 1,5 0.01 1.1 ',4 1.1 ~~ a: Quality Counts "I' '11'p,-,n- '~Ir' , ,-. . . ~ ... ., I', ~~ ' . . \ ., ('(.I.L;:t j (;~... :'1;1\",'1.:::-, ~.:.L 28 t <S> t 37 1+:+1 ~.Jln ~ 4- ~: ~ ~L : : <6>: : -l: : :t ~., ",L -1' ~., ",L . -. . j ~t. ~ 1 r nr-- j~t. + ... . + !I~ + '\ r '\ r I"' . "1 I"' . "1 15-Mln Count Collins Ave Collins Ave 183rd St 183rd St Period (Northboundl (Southboundl (Eastboundl (Westboundl Total Hourly Beginning At Left Thru Rlnht U Left Thru Rlnht U Left Thru Rloht U Left Thru Rioht U Totals 7:00 AM 7 103 0 5 0 101 2 3 4 0 2 0 0 0 0 0 227 7:15AM 4 110 0 2 0 85 11 2 7 0 11 0 0 0 0 0 232 7:30 AM 4 117 0 3 1 109 6 1 21 0 6 0 1 0 1 0 270 7:45 AM 7 144 0 1 0 146 7 3 16 0 5 0 0 0 0 0 329 1058 8:00 AM 9 144 0 0 0 131 9 3 13 0 15 0 1 0 0 0 325 1156 8:15AM 11 156 0 4 0 173 8 9 19 0 9 0 0 0 0 0 389 1313 8:30 AM 10 180 0 3 0 211 10 2 28 0 12 0 0 0 0 0 456 1499 8:45 AM 11 217 0 2 0 253 19 5 27 0 15 0 1 0 1 0 551 1721 9:00 AM 2 213 0 1 2 248 9 0 23 0 13 0 0 0 0 0 511 1907 9:15AM 17 234 0 4 0 253 22 5 32 0 11 0 2 0 0 0 580 2098 9:30 AM 13 284 0 4 1 323 23 4 33 0 23 0 0 0 1 0 709 2351 9:45 AM 8 306 0 2 0 348 20 3 36 0 16 0 0 1 1 0 741 2541 10:00 AM 15 315 0 6 0 359 21 5 47 0 19 0 1 0 0 0 788 2818 10:15 AM 21 331 0 5 1 370 14 2 31 0 19 0 0 0 1 0 795 3033 10:30 AM 18 313 0 5 0 333 22 4 19 0 23 0 2 1 0 0 740 3064 10:45 AM 10 321 1 10 0 389 26 6 46 1 21 0 0 0 0 0 831 3154 11:00AM 15 323 0 8 1 359 19 5 40 0 15 0 0 0 1 0 786 3152 11:15AM 18 337 0 8 0 392 19 7 28 0 17 0 0 0 0 0 826 3183 11:30AM 18 356 0 4 0 353 20 3 45 0 37 0 0 1 0 0 837 3280 11:45AM 23 379 1 6 1 380 31 4 52 0 15 0 0 0 1 0 893 3342 12:00 PM 26 324 0 8 1 377 32 6 46 1 27 0 2 2 0 0 852 3408 12:15 PM 17 360 0 4 0 423 22 4 32 0 26 0 1 0 1 0 890 3472 12:30 PM 22 345 1 5 0 371 20 6 49 0 29 0 1 0 0 0 849 3484 ,12:45 PMcliik11F.J.'[412:>iA,,,,,2 ~,B "l!:.;,1~Z;:410",""-"241;i,~",2"": ;;!;!iOtt."! 0~17~,;:;O , ~ 0 '.' 0 ':' -,lm~.l;;;m1!l't m935~ """'<;?A. Peak 15-Mln Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Rlnht U Left Thru Rlnht U Left Thru Rloht U Left Thru Rioht U All Vehicles 44 1648 8 24 4 1640 96 8 200 0 68 0 0 0 0 0 3740 HeavY Trucks 0 24 0 0 8 0 4 0 4 0 0 0 40 Pedeslrians 20 20 28 40 108 BicYcles 0 6 0 0 1 0 0 0 0 0 0 0 7 Railroad Sloooed Buses Comments: Report generated on 4112/2011 7:43 AM SOURCE: Quality Counts, LLC (hllp:lfwww.qualitycounts.net) Type of peak hour being reported: Intersection Peak LOCATION: Collins Ave -- 183rd St CITY/STATE: Sunnv Isles, FL 18381904 I: 1717 ~L ____L . ~ 191 .178.1 t. 1. 3 ~ 0 . I 0.951. 0 ~ 279 . 101 '\ I" 2 . 2 11:1:2 :1 1847EJ1827 ~.:.L 58 t~t 32 1+:+1 ~~ . ~L .~<&: -t t '[- 15-Mln Count Period Beginning At 1 :00 PM 1:15 PM 1:30PM 1:45PM 2:00 PM 2:15PM 2:30 PM 2:45 PM 3:00 PM 3:15PM 3:30 PM 3:45 PM 4:00 PM 4:15PM 4 :30 PM 4:45 PM 5:00 PM 5:15PM 5:30 PM 5:45 PM 6:00 PM 6:15PM il6:30P.M" 6:45 PM Peak 15-Mln Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stoooed Buses Comments: Collins Ave (Northbound) Thru Rio ht U 353 0 11 372 2 5 382 0 6 398 1 6 369 0 8 379 0 8 383 1 3 385 0 14 367 2 8 462 0 3 408 0 8 394 0 9 403 0 9 411 0 12 404 2 5 410 0 4 389 0 5 410 1 5 431 1 9 439 0 8 374 0 5 464 1 12 '~4<\7" __,,,' 0 I': 427 1 4 Northbound Thru Rlcht U 1748 0 24 12 0 20 2 0 Left 16 18 22 14 21 19 24 16 20 12 18 10 16 16 23 22 20 19 23 22 20 29 ?7 20 Left 108 o o Report generated on 4/12/2011 7:43 AM Melhod for determining peak hour: Total Enlering Volume QC JOB #: 10572106 DATE: 4/2/2011 Peak-Hour: 6:00 PM .. 7:00 PM Peak 15-Min: 6:30 PM -- 6:45 PM a: Quality Counts -1..'\I'I~P'1p.4-h.': .-."" ,,', t' .'1 ...:.' . ,'-, '.' ~. r .'.' ,- . .. . I..., I ._' .. I.. I.. ~ . ---.t.l ~ J H .....1' ...... ~ Collins Ave (Southbound) Left Thru Rloht U Left o 425 25 9 46 o 420 28 9 36 o 364 29 8 43 o 416 18 6 34 o 405 29 6 53 2 429 16 3 31 o 366 28 8 46 1 393 24 8 38 o 394 25 6 46 o 416 28 3 30 o 357 23 8 55 1 428 22 6 42 o 391 28 6 46 o 438 26 3 34 o 381 23 9 39 o 433 26 5 40 2 389 23 12 51 1 412 29 9 43 1 395 24 4 44 o 438 29 9 57 o 362 21 4 36 o 420 26 4 54 :~" n., "do7/;' . ')1, do~'~, \.Jt"27 o 460 27 11 46 Southbound Left Thru Rlcht U Left o 1900 84 16 108 o 8 0 0 32 o 0 0 0 ~ +- ~ 1 nr-- 183rd 5t IEastbound) Thru Rlcht U o 28 0 1 24 0 o 26 0 o 20 0 o 35 0 o 20 0 o 30 0 o 30 0 o 26 0 1 28 0 o 29 0 o 22 0 o 27 0 o 23 0 o 28 0 o 24 0 o 29 0 o 22 0 o 28 0 o 20 0 o 23 0 o 23 0 __,Ot, ".,,')1':", .0:, o 29 0 Eastbound Thru Rloht U o 104 0 o 0 84 o 0 0,6 0,6 0.0 L . ~ 0,0 .0.6 .I ~ to 0,0.0,0 o,o.~. 0,0 0.49'" . ,.po.o I 0: 0,6 0.0 I 0,6 ~o: 0,6 0,6 ~: : ~L : : <6>: : -l= : :'t ~~ . ~L :rel: '\ I" I'" · "1 Left 1 1 o o 1 o o o o 1 o 1 o o o o o o o o o o n 2 183rd St (Westboundl Thru Rlcht U o 2 0 916 o 0 0 916 1 2 0 883 o 0 0 913 3628 o 1 0 928 3640 o 0 0 907 3631 o 0 0 889 3637 1 2 0 912 3636 o 0 0 894 3602 o 0 0 984 3679 o 2 0 908 3698 1 1 0 937 3723 o 0 0 926 3755 o 0 0 963 3734 o 1 0 915 3741 o 2 0 966 3770 o 0 0 920 3764 o 1 0 952 3753 o 0 0 960 3798 o 1 0 1023 3855 o 0 0 845 3780 o 1 0 1034 3862, o ~, n_"'''!!iI:n~ .1.\1038__ ~<\Qdontz o 0 0 1027 3944 Westbound Thru Rlcht U o 0 0 o 0 20 o Total Hourly Totals Left o o Total o o 4152 20 156 2 SOURCE: Quality Counts. LLC (hllp:llwww.qualitycounls.net) Type of peak hour being reported: Intersection Peak LOCATION: Collins Ave -- 183rd St CITY/STATE: Sunnv Isles, FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572109 DATE: 4/2/2011 179781818 11:2 1666 :e L ___L" . ~ 171 + 191 .J t. 1 + 5 ~1+~+1~ ~~~l:,:":~ · 18281709 ~.:.L 81 t~t 92 [~, ~~ . ~L :~: -1' · 'r- Peak-Hour: 7:00 PM -- 8:00 PM Peak 15-Min: 7:15 PM --7:30 PM 0.7 0,5 o~o L . ~ 06 +00 .J ~t. 00 + 00 00 + ~'+ 00 00 +00", ' (' 00+ 00 ~ . ,., [a: 08 0.01 0,5 ~0 a: QU,~;:~~~,~~~~:~c~ 0.4 0,8 ~.JI J ~ lL +- ~: : ~L : :~: : -l= : :'t --.J -.. ~ -.-J~ . ~L :~1: "' (' l~ · ,., II rrr-- 15-Min Count Collins AV~\ Collins Ave 183rd St 183rd St Period (Northbound (Southbound\ (Eastbound\ (Westbound\ Total Beginning At Left Thru Riaht U Left Thru Rlaht U Left Thru Rioht U Left Thru Riaht U 7:00 PM 18 400 1 14 1 382 29 3 56 0 36 0 1 1 0 0 942 liUt7.f. , ,,1..,.1_429__0 - 4l7_29-A. _?7~OW! !!!!!.1re;.-.:mo~__n_n._ 7:30 PM 18 402 0 10 0 413 22 10 55 1 27 0 0 0 0 0 958 7:45 PM j 21 369 1 10 1 424 22 5 40 0 24 0 1 0 1 0 919 Peak 15-Mln Flowrates AlnTehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses Comments: Northbound Left Thru Rkiht U 44 1716 0 20 000 104 o 0 0 Report generated on 4/12/2011 7:43 AM Hourly Totals 3817 Southbound Left Thru Rlaht U 4 1788 116 32 o 12 4 20 000 Eastbound Westbound Total Left Thru Riohl U Left Thru Rlaht U 160 0 108 0 4 0 0 0 ~992 0 0 0 0 0 0 16 112 116 352 0 0 0 0 0 0 0 SOURCE: Quality Counts. LLC (http://www.qualitycounts.net) Type of peak hour being reported: Intersection Peak LOCATION: Dwy 1 -- 183rd St CITY/STATE: Sunnv Isles, FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572110 DATE: 3/24/2011 14,3 0,0 0.0 L . ~ 32 +OO.J ~ \.167+ 36 20 + ~+ 33 199" . ,.I'F 18 I 0: 0.0 0.0 I 0,0 0,0 1287 I: 2 :L ~.. . ~ 281 + 1.J \. 6 + 281 8407+ ~. 271 ~ '" ~'~t ~ ; ~~' 25 eJ 36 Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:15 AM u 8:30 AM 0,0 ~O; CI: Qu,~~i~~,f~~~~~t~~ ~.:.L 11t~t3 I~I ~: ; ~L : :~: : ~t : :'t ~~ L +- ~.. . ~L :~: 'l~1' I" · "1 ~.. . ~L :r~~: -4' · "I ~ .... I tr- 15.Mln Count Dwy 1 Dwy 1 183rd St 183rd St Period (Northbound) (Southbound) (Eastboundl (Westboundl Beginning At Left Thru Richl U Left Thru Rlcht U Left Thru Rloht U Left Thru Rlcht U 7:00 AM 1 0 0 0 1 0 0 0 1 11 0 0 0 14 1 0 7:15 AM 0 0 2 0 0 0 1 0 0 15 4 0 5 30 0 0 7:30 AM 2 0 4 0 0 1 0 0 1 38 4 0 2 49 1 0 7:45 AM 0 0 8 0 0 0 1 0 0 68 1 0 1 60 4 0 8:00 AM 0 0 5 0 \ 0 2 1 0 0 85 8 ~O 2 85 0 0 (ii<RWi'AM!!!i'i ".'~0';~9;O~13"'~ O!/,1:l! flillrOf!.tt:";:01f~2~nl!lll _0'8!ll:124....6~rnm:' J'gn~lnn_1_n. 8:30 AM 0 0 10 0 0 0 6 0 1 130 4 0 1 26 1 0 8:45 AM 1 1 6 0 2 0 3 0 0 55 3 0 3 37 1 0 9:00 AM 2 1 12 0 2 0 1 0 2 31 1 0 4 25 2 0 9:15 AM 1 1 5 0 2 0 0 0 2 31 6 0 5 18 3 0 9:30 AM 2 0 10 0 6 0 3 0 0 37 5 0 3 26 2 0 9:45 AM 1 0 7 0 0 2 4 0 2 47 6 0 3 29 1 0 10:00 AM 1 2 5 0 3 0 1 0 1 63 7 0 0 29 5 0 10:15 AM 1 0 12 0 2 2 2 0 1 48 2 0 8 31 0 0 10:30 AM 0 0 10 0 3 0 1 0 1 58 2 0 3 36 1 0 10:45 AM 1 0 8 0 1 0 1 0 3 51 5 0 1 33 0 0 11 :00 AM 0 1 9 0 0 0 1 0 1 52 1 0 6 39 2 0 11:15AM 1 0 14 0 0 0 0 0 0 65 5 0 8 30 0 0 11:30AM 2 0 14 0 1 0 0 0 0 56 7 0 5 40 0 0 11 :45 AM 2 0 20 0 0 0 1 0 1 52 9 0 6 44 0 0 12:00 PM 1 0 11 0 1 0 0 0 0 75 5 0 6 31 0 0 12:15 PM 0 0 18 0 1 0 0 0 0 37 7 0 8 35 2 0 12:30 PM 2 0 18 0 0 1 0 0 0 59 8 0 12 40 0 0 12:45 PM 3 0 16 0 0 0 0 0 0 47 0 0 7 30 0 0 Peak 15-Mln Northbound Southbound Eastbound Westbound Flowrates Left Thru Rlcht U Left Thru Rlcht U Left Thru Rlaht U Left Thru Rinht U All Vehicles 0 0 52 0 0 0 8 0 0 496 24 0 0 400 4 0 Heavy Trucks 0 0 0 0 0 0 0 12 0 0 8 0 Pedestrians 40 28 8 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stoooed Buses Comments: Just count turns in/out of Dwy. Also count any vehicles "cutting across" to Publix on north. Tolal Hourly Totals 29 57 102 143 331 188 490 &'6711'11 179 756 112 725 83 620 74 448 94 363 102 353 117 387 109 422 115 443 104 445 112 440 123 454 125 464 135 495 130 513 108 498 140 513 103 481 Tolal 984 20 76 0 Report generated on 4/13/2011 7:35 AM SOURCE: Quality Counts. LLC (http://www.qualitycounts.nel) Type of peak hour being reported: Intersection Peak LOCATION: Dwy 1 -- 183rd SI CITY/STATE: Sunny Isles, FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572113 DATE: 3/24/2011 183 I: 0 ~L ~... '0- 182 . 1.1 \. 3 . 200 ~ 359 + I 0.92 I . 176 ~ 392 + 32 '\ r 21 + 451 I~ : ;, 53896 Peak-Hour: 3:00 PM -- 4:00 PM Peak 15-Min: 3:00 PM -- 3:15 PM 0,0 ~ 0; 0,0 0,0 ~L a: Quality Counts "" "'," r".'''- . 01" . .- .. . .. . h ... '. . ,J.~ '. ("~I. t I i ()\. ~t:l,,,,'.I.::,:. . 33 .00 .I ~\. 00.30 17+ "'.34 18+3.1'\ . rOO+13 I~ . ,., I 0: 0.0 0.0 I 1,9 0,0 ~.:.L 10 t~t 24 I~' ~~ L or ~: : :L : :~: : 0'\ Vr 1 I~ : :, ~.. . 'o-L :~: '\~r I~ . ,., J.o ... I +ro ~.. . 'o-L : fel: ---1' · -', 15-Mln Count Dwy1 Dwy 1 183rd St 183rd St Period (Northbound) (Southboundl (Eastboundl (Westboundl Total Hourly Beginning At Left Thru Rioht U Left Thru Rleht U Left Thru Rieht U Left Thru Rleht U Totals 1:00PM 2 0 17 0 0 0 0 0 0 44 5 0 4 41 0 0 113 1:15PM 2 0 18 0 0 0 0 0 0 47 5 0 5 42 1 0 120 1:30PM 0 0 21 0 0 0 0 0 0 61 2 0 5 45 0 0 134 1:45PM 1 0 14 0 1 0 0 0 0 86 8 0 2 64 1 1 178 545 2:00 PM 2 0 19 0 1 0 1 0 0 76 6 0 2 38 0 0 145 577 2:15PM 4 0 14 0 0 0 0 0 0 50 6 0 5 35 0 0 114 571 2:30 PM 2 0 13 0 1 0 0 0 0 50 7 0 4 48 3 0 128 565 2:45 PM 1 0 14 0 2 0 0 0 0 54 5 0 11 55 0 0 142 529 1,),'\.nnI?M... '<t,,.,', -n,;;.~,_19.. --~'n' H;Oom. ':"..O';,;J4'n~ =nJiij,102~';'1n'~n)N ~A;;.:~..47,,,,'pk::.F' Jll! m _1AA~ ~fi72..' 3:15 PM 0 0 20 0 0 0 0 0 0 102 7 1 5 46 0 0 181 639 3:30 PM 1 0 30 0 0 0 0 0 0 84 8 '0 6 42 1 0 172 683 3:45 PM 1 0 22 0 1 0 0' 0 0 71 7 0 4 41 1 0 148 689 4:00 PM 2 0 19 0 1 0 0 0 0 80 10 0 4 57 1 1 175 676 4:15PM 0 0 14 0 0 0 0 0 0 82 12 0 2 63 0 0 173 668 4:30 PM 1 0 26 0 0 0 1 0 0 91 4 0 5 38 0 0 166 662 4:45 PM 4 0 15 0 0 0 0 0 0 65 7 0 2 53 0 0 146 660 5:00 PM 1 0 21 0 1 0 0 0 1 62 7 0 4 48 3 0 148 633 5:15PM 0 0 19 0 2 0 0 0 0 76 1 0 4 55 0 0 157 617 5:30 PM 3 0 17 0 1 0 0 0 0 65 4 0 7 70 1 0 168 619 5:45 PM 0 0 23 0 0 0 0 0 0 60 5 0 3 59 0 0 150 623 6:00 PM 0 0 9 0 0 0 0 0 0 69 6 0 3 53 0 0 140 615 6:15PM 0 0 18 0 0 0 0 0 0 47 5 0 5 58 0 0 133 591 6:30 PM 1 0 13 0 0 0 0 0 0 68 4 0 1 43 0 0 130 553 6:45 PM 0 0 10 0 0 0 0 0 0 55 2 0 3 48 0 0 118 521 Peak 15.Mln Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Rlaht U Left Thru Rleht U Left Thru Rlnht U Left Thru Rlnht U All Vehicles 12 0 76 0 0 0 0 0 0 408 40 0 24 188 4 0 752 Heavy T rU~ks 0 0 0 0 0 0 0 0 0 0 8 0 8 Pedestrians 48 20 0 32 100 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Sloooed Buses Comments: Just count turns in/out of Dwy. Also count any vehicles "cutting across" to Publix on north. Report generated on 4/13/2011 7:35 AM SOURCE: Quality Counts, LLC (htlp:/Iwww.qualilycounls.nel) Type of peak hour being reported: Intersection Peak LOCATION: Dwy 1 -- 183rd St CITY/STATE: Sunny Isles, FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572116 DATE: 3/24/2011 9 EJ6 I~ 2 :L ---J., . '- 151 . 1 J to 4. 164 8 204. I 0.971 . 143 ~ 221 I. 16 '\"' . ,. r,ll · 266 7 1 56 .D. 35 ~ 64 Peak.Hour: 7:00 PM -- 8:00 PM Peak 15-Min: 7:30 PM -- 7:45 PM 22.2 0,0 I o~ 0.0 3:'3L -___J.., . '- 00 .0,0 J ~ to 00. 00 05 . ~. 00 05.00,\ roo.", I"' · ,., I 0: 0.0 0.0 I 0,0 0,0 CI Quality Counts - r; :\I:I.'iP'-~r.- ~ w I(:j:~ -.... C\.I~L~t i (P" : t.!.: ".: It .::', ~.:.L 16 t<t>t 11 I~' ~4 L +- ~: ; ~L : :~: : ~t : :~ ~~ . ,-L :~: ~' · 'r- ~ .. I tr-- ~~ . ,-L :re1: ~' · 'r- 15-Min Count Dwy1 Dwy1 183rd St 183rd St Period {Northbound! {Southbound! {Eastbound) {Westbound! Total Hourly Beginning At Left Thru Riaht U Left Thru Riaht U Left Thru Riaht U Left Thru Riaht U Totals 7:00 PM 5 0 13 0 0 0 0 0 0 53 5 0 3 31 0 0 110 7:15 PM 0 0 15 0 0 0 0 0 0 57 2 0 2 36 0 0 112 ,i!l-7:30 f,1oA81 p.::1iHii.!;1l$' """"""1?";;:11;,Tn~::i .....~...-..1 O~ :t!: riffi!;.r~44~~i 7:45 PM 1 0 16 0 3 1 1 0 0 48 6 0 7 32 3 0 118 458 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Rlaht U Left Thru Riaht U Left Thru Rlaht U Left Thru Riaht U All Vehicles 4 4 48 0 12 4 0 0 4 184 12 0 20 176 4 0 472 He,!vy. Trucks 0 0 0 8 0 0 9 0 0 0 0 0 8 Peaeslrians 24 56 16 24 120 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad SlooDed Buses Comments: Just count turns in/out of Dwy. Also count any vehicles "culling across"to Publix on north, Report generated on 4/13/2011 7:35 AM SOURCE: Quality Counts, LLC (hllp:/Iwww.qualitycounls.net) Type of peak hour being reported: Intersection Peak LOCATION: Dwy 1 -- 183rd St CITY/STATE: Sunny Isles. FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572111 DATE: 3/25/2011 9 EJll I: 0 ~L __J., . ~ 267 . 2 J to 7. 275 ~ 444. I 0.79 I · 262 EI ~4; : ;~~' 24855 Peak-Hour: 7:45 AM .- 8:45 AM Peak 15-Min: 8:15 AM.. 8:30 AM 0,0 ~ 0; 0,0 0,0 a: Quality Counts '1'.,"11'1' "roO ','I'.' ',..,. , . . .., - '-'I ~, . ~ ,. 1'\.1_1.::: j (1''0 : t I.,'..' I' :::-, . 41 .00 J ~ to 00.40 14 .~. 42 159'" . ,.p 14 I 0: 0,0 ~91 4,2 1.8 ~L ~..:..L ot~tJ 1+:+' ~~ L 4- ~: : ~L : :~: : ~: : :~ ~~ . ~L :~: --4' · 'r- ~ .. I tr-- ~~ . ~L : r~~l: --4' · 'r- 15-Mln Count Dwy1 Dwy1 183rd St 183rd St Period (Northbound} (Southbound) (Eastbound} {Westbound} Total Hourly Beginning At Left Thru Rloht U Left Thru Rlaht U Left Thru Rlcht U Left Thru R1ftiit U Totals 7:00AM 1 0 3 0 0 0 0 0 0 11 0 0 3 15 0 0 33 7:15AM 0 0 4 0 0 1 0 0 0 17 1 0 3 26 0 0 52 7:30 AM 0 0 3 0 1 0 0 0 0 33 0 0 1 42 0 0 80 7:45 AM 0 1 10 0 3 0 0 0 0 61 2 0 4 57 2 0 140 305 8:00 AM 0 1 13 0 1 0 1 0 0 95 4 0 0 82 2 0 199 471 1>#8~15'AMc; ~O'fL,'1,'r.Ol~:11l;.' ~...;:ro;::;; !lW1f~oit>".;:,;..;3 ~7!' &lII1:4?ml:IIliiliIR~n~_n~AA~1 1M1672" 8:30AM 0 0 15 0 0 0 1 0 2 146 <6 0 2 37 2 0 211 803 8:45 AM 1 0 8 0 3 2 1 0 2 47 3 0 3 34 4 0 108 771 9:00 AM 0 0 11 0 1 0 1 0 3 50 1 0 7 27 2 0 103 675 9:15 AM 1 1 13 0 1 1 3 0 0 31 0 0 6 15 5 0 77 499 9:30 AM 0 0 10 0 2 0 1 0 2 52 4 0 4 22 3 0 100 388 9:45 AM 0 0 15 0 0 0 2 0 1 56 3 0 2 22 1 0 102 382 10:00 AM 0 0 11 0 1 0 1 0 0 46 2 0 3 31 3 0 98 377 10:15 AM 3 0 9 0 1 1 3 0 1 51 2 0 7 25 2 0 105 405 10:30 AM 0 0 16 0 4 0 1 0 2 47 4 0 5 36 4 0 119 424 10:45 AM 1 1 14 0 3 0 2 0 2 46 8 0 2 26 2 0 107 429 11:00AM 2 1 13 0 1 0 1 0 0 66 6 0 2 32 3 0 127 458 11:15AM 1 0 14 0 1 0 1 0 0 43 7 0 6 36 2 0 111 464 11:30AM 1 0 15 0 2 0 0 0 0 48 6 0 11 40 2 0 125 470 11:45AM 1 1 13 0 4 0 2 0 1 48 8 0 12 42 3 0 135 498 12:00 PM 0 0 26 0 0 0 3 0 0 50 8 0 4 48 4 0 143 514 12:15PM 1 1 19 0 0 0 2 0 1 49 7 0 6 39 4 0 129 532 12:30 PM 0 1 14 0 2 1 5 0 0 53 7 0 9 39 10 0 141 548 12:45 PM 2 0 24 0 0 0 3 0 0 59 4 0 4 23 4 0 123 536 Peak 15.Mln Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Rlnht U Left Thru Rlcht U Left Thru Rlnht U Left Thru Rlnht U All Vehicles 0 0 60 0 0 0 12 0 0 566 24 0 0 344 4 0 1012 Hl!~VY Trucks 0 0 4 0 0 0 0 4 0 0 12 0 20 Pedestrians 104 4 0 6 116 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad StoDDed Buses Comments: Just count turns inlout of Dwy. Also count any vehicles "cutting across" to Publix on north. Report generated on 4/13/2011 7:35 AM SOURCE: Quality Counts, LLC (hllp:llwww.qualitycounts.net) Type of peak hour being reported: Intersection Peak LOCATION: Dwy 1 -- 183rd St CITY/STATE: Sunny Isles, FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572114 DATE: 3/25/2011 ~,~a~L 8 1 6 .J . ~ 211 +4 J t. 11 +228 ~377. ~ + 199~ "'~; : ;r~.~ 51 El76 Peak.Hour: 3:00 PM -- 4:00 PM Peak 15.Min: 3:15 PM .. 3:30 PM 0.0 0,0 10.0 0,0 0.0 L ~.J . ~ 24 +00 J ~t. 00 + 2.2 1.1. "",,, + 25 1 0 . 0 0 ~ ... (' 0.0. 0.9 ~ . ,., 10: 0,0 0.01 0,0 0.0 a: Quality Counts '" "I"',,'P- . ',' , " .". . ~.', ,'o,.l, t. ,'," I. '. I. ~;, j .: l~" t!. '':k :.:-, ~..:.L 14 1<$>1 12 I~I ~~ L + ~: : ~L : :~: : ~~ . ,.('~ I 0 0 0 I ~.J . ~L :~: --4' · rr- ~ -.. I +~ ~.J . ~L : r!l~]: --4' · rr- 15-Min Count Dwy1 Dwy1 183rd St 183rd St Period (Northbound) (Southbound) (Eastbound) (Westbound) Total Hourly Beginning At Left Thru Rinht U Left Thru Rlnht U Left Thru Ri"ht U Left Thru Ri"ht U Totals 1 :00 PM 1 3 28 0 0 1 3 0 0 56 11 0 4 41 3 0 151 1:15PM 2 1 22 0 2 0 3 0 0 66 4 0 5 40 3 0 148 1:30PM 2 0 25 0 4 1 1 0 0 47 7 0 4 56 3 0 150 1:45PM 4 0 15 0 1 1 2 0 7 89 4 0 0 51 0 0 174 623 2:00 PM 2 0 14 0 2 0 1 0 2 70 14 0 1 33 3 0 142 614 2:15PM 1 0 18 0 0 0 2 0 3 55 5 0 4 36 1 0 125 591 2:30 PM 1 1 17 0 2 1 2 0 0 44 4 0 6 51 3 0 132 573 2:45 PM 2 0 20 0 2 0 2 0 1 44 6 1 4 57 0 0 139 538 3:00 PM 0 0 13 0 2 1 2 0 0 98 7 0 3 61 4 0 191 587 1I:'3W;:PMI'ii $:;;1.>- iiZin;i ":::;1'_,,1"...,.. ,... ..~.;1.;3 ,:l:io!n~~2~l,"; O..;!l. ~i'11"!'~,1.1R~12Jiii$o(m P! ~!i~52W .Ht 3:30 PM 0 0 28 0 0 0 0 0 0 90 7 0 7 53 3 0 188 727 3:45 PM 3 0 14 0 3 0 4 0 3 73 6 0 3 33 2 0 144 732 4:00 PM 1 0 23 0 1 1 1 0 1 71 3 0 5 41 2 0 150 691 4:15PM 1 0 20 0 3 0 1 0 1 70 6 0 4 41 2 1 150 632 4:30 PM 1 0 19 0 2 0 2 0 0 67 5 0 4 52 1 0 153 597 4:45 PM 3 0 16 0 0 0 1 0 0 57 5 0 4 54 1 0 141 594 5:00 PM 2 0 22 0 0 0 1 0 0 88 7 0 4 67 2 1 194 638 5:15PM 3 0 19 0 1 0 3 0 1 66 7 0 4 61 1 0 166 654 5:30 PM 0 2 17 0 0 0 2 0 2 87 9 0 0 61 3 0 183 684 5:45 PM 5 1 16 0 0 0 2 0 0 71 6 0 4 65 2 0 172 715 6:00 PM 2 0 13 0 0 1 3 0 1 74 7 0 4 61 2 0 168 689 6:15PM 1 0 21 0 2 0 3 0 2 66 5 0 1 47 0 1 149 672 6:30 PM 3 0 11 0 3 1 1 0 0 62 4 0 4 43 1 0 133 622 6:45 PM 2 0 14 0 0 0 1 0 2 60 6 0 2 33 0 0 120 570 Peak 15.Mln Northbound Southbound Eastbound Westbound Total Flowratos Left Thru Rlnht U Left Thru Rinht U Left Thru Rlnht U Left Thru Rlnht U All Vehic!~s 4 0 68 0 4 0 8 0 4 464 48 0 20 208 8 0 836 Heavy Tiucks 0 0 0 0 0 0 0 12 0 0 4 0 16 Pedestrians 44 56 12 20 132 Bicycles 0 0 0 0 0 0 0 2 0 0 0 0 2 Railroad Stopped Buses Comments: Just count turns in/out of Dwy. Also count any vehicles "culling across" 10 Publix on north. Report generated on 4/13/2011 7:35 AM SOURCE: Quality Counts, LLC (hllp:/Iwww.qualitycounts.net) Type of peak hour being reported: Intersection Peak LOCATION: Dwy 1 -- 183rd St CITY/STATE: Sunny Isles, FL 11 E17 I: 3 ~L ~.. . ~ 149 . 2 " to 5 . 156 ~214. ~4o 135~ '~4; : ;~~ 33B61 ~.:.L 19 t<Pt 12 1+:+1 ~.. . ~L ;~: --4' · "I 15-Mln Count Dwy 1 Period INorthbound) Beginning At Left Thru Rillht U "ZmOO:p.M_ _::llllllQro_13~ 7:15PM 4 0 11 0 7:30 PM 1 0 12 0 7:45PM 1 0 16 0 Melhod for determining peak hour: Total Entering Volume QC JOB #: 10572117 DATE: 3/25/2011 Peak-Hour: 7:00 PM -- 8:00 PM Peak 15-Min: 7:00 PM --7:15 PM CJ:: QU,:~:~~~; f~~Z;~ 0,0 0,0 0.0 L . ~ 07.00" ~ to 00.06 09 .~. 07 09+00'\ ('00+0.7 I~ . ,., I 0; 0,0 0.0 I 0,0 0,0 0,0 ~o; ~~ L + ~: : ~L : :<6>: : -l7 : :'t J.o -.+ I ~.. . ~L :~1: --4' · 'r- +r- Left Dwy 1 183rd St 183rd St (Southbound) (Eastbound) (Westbound) Thru Rinht U Left Thru Rinht U Left Thru Rlnht U _"""01llll11115.1l1il&A1_71!R!llalf! ~3~ _OM _134 2 0 0 0 51 4 0 3 41 0 0 117 o 1 0 0 54 2 0 6 26 2 0 106 o 1 0 1 48 1 0 4 29 0 0 101 458 Total Hourly Totals 1 2 o Peak 15.Mln Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Rlaht U Left Thru Rlaht U Left Thru Rinht U Left Thru Rinht U All Vehicles 12 0 52 0 0 4 12 0 4 244 28 0 12 156 12 0 536 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians 48 84 32 12 176 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Just count turns in/out of Dwy. Also count any vehicles .culling across" to Publix on north. Report generated on 4/13/2011 7:35 AM SOURCE: Qualily Counts, LLC (hllp:/Iwww.qualitycounts,netj Type of peak hour being reported: Intersection Peak LOCATION: Dwy 1 -- 183rd St CITY/STATE: Sunnv Isles, FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572112 DATE: 4/212011 24622 I: 6 ~L ~.. . ~ 172 . 7 J t. 14. 194 8196+ ~. 156~ n'~: : ;rm 58 B 78 Peak-Hour: 11:30 AM --12:30 PM Peak 15-Min: 12:00 PM -- 12:15 PM 4,5 0,0 0.0 L . ~ 06 .00 J ~ t. 7.1. 10 20+~.06 1.7 ~... .J\ ,.rF 15 I 0.0 0,0 0.0 I 0,0 0,0 0,0 ~O; a: Quality Counts '1:"'1'1"",;"1.' -,' .' -.... .' ~ . -'. >J" '.' . ~ -. ( ~'I ~ I :'. i i 0:.1', i:: I- ','I- ::", ~..:.L 11 t<S>t 15 I~' ~oh L +r ~: : ~L : :~: : o.."7ro I: : :, ~.. ~L Jo ~.. ~L . -.. . J ~t. I +r- J reJ t. + .... . . !I~ . '\ r .. r I'" . ,., I'" . ,., 15-Min Count Dwy1 Dwy1 183rd St 183rd St Period INorthboundl ISouthbound) (Eastbound) (Westbound) Total Hourly Beginning At Left Thru Rloht U Left Thru Riaht U Left Thru Rlaht U Left Thru Rinht U Totals 7:00 AM 0 0 1 0 0 0 0 0 0 5 0 0 2 5 2 0 15 7:15AM 0 0 7 0 0 0 0 0 0 13 0 0 1 13 0 0 34 7:30 AM 0 0 7 0 0 0 0 0 0 18 0 0 4 7 0 0 36 7:45 AM 0 1 5 0 1 0 0 0 2 14 2 0 6 8 0 0 39 124 8:00 AM 1 0 5 0 1 1 1 0 0 23 0 0 5 9 4 0 50 159 8:15AM 0 0 9 0 2 0 0 0 0 16 1 0 4 14 2 0 48 173 8:30 AM 0 0 11 0 2 1 3 0 1 25 3 0 3 16 1 0 66 203 8:45 AM 0 0 4 0 5 2 3 0 1 34 3 0 4 25 2 0 83 247 9:00 AM 0 2 7 0 1 1 1 0 2 26 2 0 1 20 2 0 65 262 9:15AM 2 1 4 0 6 0 2 0 1 34 1 1 9 27 3 0 91 305 9:30 AM 0 1 12 0 4 0 0 0 1 37 4 0 6 25 5 0 95 334 9:45 AM 0 0 9 0 5 2 1 0 1 40 1 0 4 24 3 0 90 341 10:00 AM 0 0 20 0 2 0 2 0 0 47 1 0 9 21 4 0 106 382 10:15AM 1 0 12 0 5 1 3 0 1 34 2 0 8 25 2 0 94 385 10:30 AM 0 0 8 0 5 1 1 0 1 35 3 0 10 26 5 0 95 385 10:45AM 1 0 12 0 3 1 2 0 4 52 4 0 5 29 3 0 116 411 11:00AM 0 0 14 0 2 2 2 0 0 40 3 0 7 30 0 0 100 405 11:15AM 0 1 6 0 6 1 2 0 1 37 5 0 7 29 2 0 97 408 11:30AM 1 0 20 0 4 2 5 0 2 58 6 0 5 32 4 0 139 452 11:45AM 1 0 18 0 2 1 1 0 2 45 2 0 8 41 4 0 125 461 12:00 PM! ,,5 n ., . 14' 0-, 1 ';~ 2';'i'-~;J=11:';;; :,;,,:,n~:n r~.1Ttfi..::~5t.'f;-:r-;l'~9;'- ":"-'L..O.f0 J1i~r-~5'r l' 52tt.. '<;;"2",'~n.I~"'1i13<'!1'! l'i""504," 12:15 PM 1 1 17 0 3 1 1 0 2 42 11 0 6 31 4 0 120 527 12:30 PM 3 0 16 0 3 1 1 0 0 53 2 0 7 39 2 0 127 515 12:45 PM 7 0 15 0 2 1 2 0 0 56 3 0 8 26 2 0 122 512 Peak 15.Mln Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Rlaht U Left Thru Rlaht U Left Thru Rlnht U Left Thru Rlnht U All Vehl~les 20 0 56 0 4 8 4 0 4 204 36 0 20 208 8 0 572 Heavy Tr4cks 0 0 0 0 0 0 0 8 0 0 4 0 12 Pedeslria(ls 28 0 8 0 36 Bicycles" 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Sloooed Buses Commen(s: Just count turns inlout of Dwy. Also count any vehicles .cutting across. to Publix on north. Report generated on 4/13/2011 7:35 AM SOURCE: Quality Counts. LLC (http://www.qualitycounts,net) Type of peak hour being reported: Intersection Peak LOCATION: Dwy 1 -- 183rd St CITY/STATE: Sunny Isles, FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572115 DATE: 4/2/2011 32 El17 I~ 7 ~L ----.J.. . ~ 183 . 1 J t. 14. 197 8209+ ~ + 163~ =~t : :r'" 49 B 66 Peak-Hour: 5:30 PM -- 6:30 PM Peak 15-Min: 6:15 PM ..6:30 PM 0,0 0,0 lo~ 0,0 o.oL ----.J... . ~ 00 +00 J ~t. 00+ 00 1.0 + ~-. 00 1 3 + 45 '\ (' 0.0 + 0.7 I" · ,., I 0: 0,0 0.0 I 2,0 0,0 a QU,~~~~~~,~?~~:~;~ ~.:.L 35 t <i> t 16 I~' ~~ L +- ~: : ~L : :~: : -l= : :'t ~.. ~L -4 ~... ~L . -.. . J ~t. I tr- J~t. + - + + ~~+ '\ (' '\ r I" . ,., I" . ,., 15-Min Count Dwy1 Dwy1 183rd St 183rd St Period (Northbound) (Southbound) (Eastbound) (Westbound) Total Hourly Beginning At Left Thru Rlcht U Left Thru Richt U Left Thru RiQht U Left Thru Rlcht U Totals 1:00PM 4 1 21 -0 3 1 2 0 1 47 3 0 9 30 0 0 122 1:15PM 1 1 19 0 0 1 3 0 0 41 3 0 7 38 2 0 116 1:30PM 0 1 22 0 3 1 0 0 1 43 7 1 9 37 4 0 129 1:45PM 3 1 17 0 1 1 3 0 1 41 4 0 5 27 2 0 106 473 2:00 PM 1 2 17 0 4 0 2 0 1 62 7 0 1 48 3 0 148 499 2:15PM 1 0 9 0 2 2 2 0 0 43 5 0 3 30 2 0 99 482 2:30 PM 3 1 18 0 2 0 2 0 0 55 5 0 2 51 2 0 141 494 2:45 PM 2 0 18 0 2 0 2 0 0 54 6 0 5 33 4 0 126 514 3:00 PM 0 0 18 0 5 2 2 0 1 38 5 0 4 35 6 0 116 482 3:15PM 2 1 15 0 5 1 3 0 1 44 2 0 10 26 3 0 113 496 3:30 PM 0 1 19 0 3 0 2 0 3 58 6 0 2 34 4 0 132 487 3:45 PM 1 0 18 0 2 2 1 0 0 53 2 0 2 27 3 0 111 472 4:00 PM 3 0 23 0 2 1 5 0 0 48 3 0 1 41 0 0 127 483 4:15 PM 2 1 14 0 3 1 1 0 1 42 3 0 5 35 2 0 110 480 4 :30 PM 3 0 14 0 0 0 3 0 1 47 6 0 3 36 7 0 120 46B 4:45 PM 2 1 10 0 3 1 0 0 0 57 4 0 3 45 1 0 127 484 5:00 PM 2 0 16 0 6 1 3 0 0 49 0 0 2 39 3 0 121 478 5:15PM 0 1 17 0 2 0 2 0 0 45 5 0 7 41 1 0 121 489 5:30 PM 2 1 12 0 4 1 3 0 0 57 7 0 5 40 2 0 134 503 5:45 PM 2 0 14 0 3 3 3 0 1 56 6 0 3 46 3 0 140 516 6:00 PM 3 0 16 0 2 0 1, 0 0 39 3 0 8 30 5 0 107 502 6: 5'PMi "n> 1 '. '.\11;.,,' 0 ., ~",. ~~;;;~'~6.~ :i 0.;":7 :~;"_;Ott:'{"il'~;57i;(;""""t~.:t6~);~, .. 0';-' 4- "4N:,.".\t~4 .' it k ~;:;>146 ',"" ... 527 6:30 PM 0 4 13 0 6 0 1 0 2 47 1 0 7 34 7 0 122 515 6:45 PM 0 0 15 0 5 0 1 0 2 58 4 0 4 41 2 0 132 507 Peak 15.Mln Northbound Southbound Eastbound Westbound Total Fiowrates Left Thru Rlnht U Left Thru Rloht U Left Thru Rloht U Left Thru Rloht U All Vehicles 0 4 60 0 12 12 24 0 0 228 24 0 16 188 16 0 584 Heavy Trucks 0 0 0 0 0 0 0 4 0 0 0 0 4 Pedestrians 36 20 28 32 116 Blcycl.es 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stoooed Buses Comments: Just count turns inlout of Dwy. Also count any vehicles "cutling across" to Publix on north. Report generated on 4/1312011 7:35 AM SOURCE: Quality Counts, LLC (hllp:llwww.qualitycounts.net) Type of peak hour being reported: Intersection Peak LOCATION: Dwy 1 -- 183rd St CITY/STATE: Sunnv Isles, FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572118 DATE: 4/2/2011 33B17 I: 3 ~L ~., . ~ 159 + 6 J t. 7 + 172 8218+ ~ + 1478 246 + 22 '\ r 18 + 302 I~ : :1 44871 Peak-Hour: 7:00 PM n 8:00 PM Peak 15.Min: 7:00 PM --7:15 PM 0.0 ~o; 0,0 0,0 ~L a: Quality Counts -I' "'1,1'1,' 'r" -I" , ,"" . .... "", ~ '," ,~., .: '.~l_l :: 1 r ';.1'. ::1:: I. '/Ir :- " . 0,6 + 00 J ~ t. 00 + 0.6 00+~4oO'7 009" . ,.p 00 I 0,0 0,0 0: I 0.0 0,0 ~.:.L 30 t <t> t 16 1+:+1 ~-1 L <t-- ~: : :L : :~: : o '\ V r 0 I~ : :1 ~., . ~L :~: '\~r I" · "1 -4 .. I tr-- ~., . ~L :~]: -4' · -'I 15-Mln Count Dwy 1 Dwy 1 183rd St 183rd St Period (Northbound) (Southbound) (Eastbound) (Westbound) Beginning At Left Thru Rlaht U Left Thru Riaht U Left Thru Riaht U Left Thru Riaht U ~Jt7. . ~~2.illr\I:::;'n'!1r>'lf,.nli;~o'"~,,;;;;, ~7'-'1__1__0_1llIt3_f17_1.-n_1l!t4~411111B11113-0'llll_1a7- 7:15 PM 2 1 17 0 7 0 2 0 0 45 5 0 5 34 1 0 119 7:30 PM 1 1 16 0 3 1 3 0 2 62 5 0 4 35 2 0 135 7:45 PM 1 2 17 0 7 1 0 0 1 44 5 0 5 37 1 0 121 Total Hourly Totals 522 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrales Left Thru Rlaht U Left Thru Rlaht U Left Thru Riaht U Left Thru Rlaht U All Vehicles 8 0 40 4 28 4 4 0 12 268 28 0 16 164 12 0 588 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians 28 44 16 12 100 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 "'0 Railroad Stopped Buses Comments: Just counl turns in/out of Dwy. Also count any vehicles "culling across" to Publix on north. Report generated on 4/13/2011 7:35 AM SOURCE: Quality Counts. LLC (http://www.qualitycounts.net) Type of peak hour being reported: Intersection Peak LOCATION: Collins Ave -- Dwy 2/Median Opening CITY/STATE: Sunny Isles, FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572119 DATE: 3/24/2011 1846B1422 L:6 1681 ~ L ___1.., . '"' 314 . 7 .J to 36. 38 8 1 + I 0.941. 0 ~ 69 . 61 "l r 2. 35 '2;1:6 :1 179281610 Peak-Hour: 8:00 AM -- 9:00 AM Peak 1S.Min: 8:15 AM -- 8:30 AM 2,7 ~o; 3,0 1.7 ~L GI Quality Counts -1'/1'/"'''-' -I' ,'-' ",,' '. I, . ' . I', '-\ \. . ~ l' ( I I cl I (l'. .- tl' ....,: :-", . 0,0 .O,O.J ~ to 0,0. 0,0 0,0 +~. 0,0 1.4 + 1,6 "l r 0,0 + 0,0 I"' . "i 10: 1.8 0.0 I 2,8 1.5 ~..:..L 42 t~t 48 '~I ~m~ ~ 'L- ~: : :L : :~: : -l: : :'t ~~.,",L :~: "l~r ,"' . "1 -{ ~ iml ~~.,",L : re]: "l r ,"' . "1 15-Mln Count Collins AV~) Collins Ave Dwy 2/Median O~ening Dwy 2/Medlan Opening Period INorthbound (Southbound) (Eastbound (Westbound) Total Hourly Beginning At Left Thru Riaht U Left Thru Rlaht U Left Thru Rlaht U Left Thru Riaht U Totals 7:00 AM 3 180 4 4 2 201 1 0 0 0 3 0 1 0 10 0 409 7:15AM 3 213 1 3 3 227 4 0 0 1 3 0 1 0 7 0 466 7:30 AM 9 249 5 4 4 274 7 0 1 0 6 0 1 1 5 0 566 7:45 AM 19 302 3 10 2 346 13 4 2 1 4 0 1 0 6 0 713 2154 8:00 AM 69 259 2 21 1 383 40 2 l' 1 ,11 0 0 0 8 0 798 2543 1li!!'i8'1/i"At..4l!1:. '!"82:e*<lo;lUi~l!;.1..'j'lA~ .~6~399I11S!i1"A4-RliIIii ., ~n.. r."'1~nfiilll:ll!'4 .3021JfJ B:3O AM 23 357 0 7 9 463 28 3 .:0 0 14 0 0 0 9 0 913 3368 B:45 AM 14 399 5 6 10 436 14 2 1 0 5 0 1 0 15 0 908 3563 9:00 AM 7 331 5 5 12 390 17 0 2 0 7 0 0 0 9 0 785 3550 9:15AM 13 297 2 9 6 411 11 0 1 0 7 0 0 0 13 0 770 3376 9:30 AM 13 347 3 6 6 391 16 0 2 0 6 0 0 0 12 0 802 3265 9:45 AM 15 318 9 10 10 430 21 0 3 0 5 0 0 0 16 0 837 3194 10:00 AM 11 335 3 10 4 377 20 0 3 0 8 0 0 0 22 0 793 3202 10:15AM 14 348 4 9 9 389 27 0 0 0 10 0 0 0 9 0 819 3251 10:30 AM 16 330 9 9 6 393 12 2 1 0 17 0 0 0 7 0 802 3251 10:45 AM 6 344 4 18 6 411 17 1 0 0 14 0 1 0 11 0 833 3247 11:00 AM 18 333 7 9 8 381 24 1 1 0 12 0 0 0 7 0 801 3255 11:15AM 18 336 7 14 10 384 26 0 3 0 13 1 0 0 6 0 818 3254 11:30AM 26 384 3 13 4 433 19 2 5 0 13 0 0 0 9 0 911 3363 11:45AM 19 363 3 13 8 422 19 0 3 0 13 0 0 0 12 0 875 3405 12:00 PM 26 353 4 15 10 392 19 2 3 0 15 0 2 0 3 0 844 3448 12:15 PM 20 382 7 13 7 393 13 2 2 0 13 0 0 0 11 0 863 3493 12:30 PM 28 311 2 12 8 399 32 1 3 0 22 0 0 0 8 0 826 3408 12:45 PM 23 411 12 11 8 408 32 1 1 1 17 0 0 0 11 0 936 3469 Peak 15-Mln Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Rfnht U Left Thru Rlnht U Left Thru Rioht U Left Thru Riaht U All VehiCles 328 1404 4 56 24 1596 176 24 20 0 124 0 4 0 16 0 3776 Heavy Trucks 0 20 0 0 4B 0 0 0 0 0 0 0 68 . Pedeslrians 4 B 36 24 72 Bicycles 0 1 0 0 0 0 0 0 0 0 0 0 1 Railroad Stoooed Buses Comments: Just count Dwy movements, turn and U-turn movements. DON'T count SB/NB Thrus. Report generated on 4/13/2011 7:35 AM SOURCE: Quality Counts, LLC (hUp:llwww,qualilycounts.net) Type of peak hour being reported: Intersection Peak LOCATION: Collins Ave -- Dwy 2/Median Opening CITY/STATE: Sunny Isles, FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572122 DATE: 3/24/2011 21598049 11:52005 ~L ~.... '- 204 + 14 j \. 46 + 46 ~o + ~ + 08 97 + 83 '\ r 0 + 72 11~1:3:' 2168186 Peak-Hour: 4:15 PM -- 5:15 PM Peak 15-Min: 4:15 PM .. 4:30 PM 0,8 1.1 0.0 L . '- 05 +0.0 j ~ \. 00+ 00 00 + ~ + 0,0 009" . ,.p 00 I 0: 0,8 0.0 I 1,0 ~O; CI Quality Counts -G.' II' ,',"n - . 41"' , ... - . '-" . ' , 1-, ~~ I, . . . \ ." 0: 'Z.l~! =., ; ()".. :; ': I. ','j.: .:: -, 1,0 0,8 ~..:..L 42 t~t 23 I~' ~.Jl H ~ ~ ~: : ~L : ~~: : -l: : :t- ~... . ,-L ~~: '\~r I" · ,., --t GDj i Tll'i ~... . ,-L ~ r!l~]: '\ r ," . ,., 15-Min Count Collins Ave Collins Ave Dwy 2/Medlan Opening Dwy 2/Median Opening Period (Northboundl (Southboundl (Eastbouncil (Westbounin Total Hourly Beginning At Left Thru Rinht U Left Thru Rlnht U Left Thru Rinht U Left Thru Rlnht U Totals 1:00PM 26 372 3 7 6 381 33 3 4 0 15 0 1 0 10 0 861 1:15PM 29 383 7 15 9 366 22 2 6 0 21 0 1 0 5 0 866 1:30 PM 28 346 3 17 6 382 25 2 3 0 18 0 0 0 3 0 833 1:45PM 24 406 11 10 7 429 27 0 3 0 19 0 0 0 14 0 950 3510 2:00 PM 25 364 8 20 8 436 26 1 6 0 15 0 0 0 14 0 923 3572 2:15PM 19 426 3 16 9 393 28 2 2 0 20 0 1 0 7 0 926 3632 2:30 PM 21 403 3 10 8 382 27 0 5 0 7 0 0 0 9 0 875 3674 2:45 PM 32 412 4 20 12 443 22 1 3 0 20 0 0 0 10 0 979 3703 3:00 PM 35 444 B 19 10 435 18 2 2 0 18 0 0 0 12 0 1003 3783 3:15PM 43 480 4 17 7 476 37 3 3 0 34 0 0 0 11 0 1115 3972 3:30 PM 19 441 8 19 3 481 24 2 6 0 13 0 0 0 11 0 1027 4124 3:45 PM 15 460 8 17 3 466 32 1 5 0 20 0 0 0 7 0 1034 4179 4:00 PM 24 475 4 20 9 423 39 2 2 0 18 0 2 0 8 0 1026 4202 I i4',15 p'M!J&j ':.;,17A..';4AA~:J;;QiOf''''';,16'!l'': ;;.'ii '.. \j ~3 _lfi'0. ",0 '~!t>"n.;s;~~>,tm:;'t,,13 '; ~o~ S1MI.~_ _477nll'l 4:30 PM 30 468 5 21 10 523 26 2 4 0 27 0 0 0 7 0 1123 4316 4:45 PM 27 516 7 20 7 478 21 2 6 0 20 0 0 0 8 0 1112 4394 5:00 PM 25 513 8 18 15 471 28 2 1 0 21 0 0 0 18 0 1120 4488 5:15PM 29 516 5 13 5 452 21 4 6 0 14 0 0 0 12 0 1077 4432 5:30 PM 22 530 3 20 6 502 28 2 6 0 19 0 0 0 8 0 1146 4455 5:45 PM 24 487 5 13 10 463 26 4 1 0 17 0 0 0 13 0 1063 4406 6:00 PM 22 543 7 25 3 513 20 2 1 0 16 0 0 0 8 0 1160 4446 6:15PM 19 495 5 13 9 491 25 1 2 0 17 0 0 0 13 0 1090 4459 6:30 PM 19 436 13 9 8 486 29 1 3 0 15 0 0 0 11 0 1030 4343 6:45 PM 13 486 7 15 15 419 17 1 7 0 13 0 0 0 14 0 1007 4287 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Rlllht U Left Thru Rlnht U Left Thru Rillht U Left Thru Rinht U All Vehicles 68 1944 36 64 44 2132 129 0 12 0 60 0 0 0 52 0 4532 Heavy_Trucks 0 16 0 0 36 '0 0 0 0 0 0 0 52 Pedestrians 8 4 40 12 64 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Slopped Buses Comments: Just count Dwy movements. turn and U-turn movements. DON'T count SB/NB Thrus. Report generated on 4/13/2011 7:35 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of peak hour being reported: Interseclion Peak LOCATION: Collins Ave -- Dwy 2/Median Opening CITY/STATE: Sunnv Isles, FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572125 DATE: 3/24/2011 176681740 I: 1670 ~ L ___J., . '- 126 + 9 .J to 40 + 41 ~o.~+oEl 79 . 70 '\ ,. 1. 56 11:1:90:i 180081836 ~~L 96 t~t 52 I~i ~~ . ,-L :~: '\'7,. I~ . ~i 15-Mln Count Period Beginning At Left <'!l!,7.:ntn:!UIm ZI' 7:15 PM 11 7:30 PM 14 7:45 PM 16 Collins Ave (Northboundl Thru Rlaht 429 6 419 4 380 9 11 14 14 Peak-Hour: 7:00 PM -. 8:00 PM Peak 15-Min: 7:00 PM -- 7:15 PM a: Quality Counts ~fi."~r.l~p':r-~.H .:--.\-;' C':"'_ L~:' i U, ~ 1:.1. ',:1- :,:-, 0,7 0,7 o.oL . '- 00 +00.1 ~ to 00+ 00 00 . ~ + 00 009~ . ~pOO I 0: 0,8 0.0 I 0,7 0.7 0,7 ~~ ~~ J H iL -.-J: : ~L : :~: : -l: ~ :~ 'L- -t -----J I 111'1 -.-J~ . ,-L : r~l!l: --1' t 'r- u Dwy 2/Median Opening (Westbouncll Thru Rlaht U ~3_n_ .104"_ 7 0 932 9 0 901 11 0 848 3722 Collins Ave Dwy 2/Median Opening ISouthbound) (Eastboundl Left Thru Rioht U Left Thru Riaht U Left . _ _ 1I!I!r&15"11111\11hO_I"-4_n_?4lDEI01llll m 4 - 424 21 0 2 0 16 0 1 14 398 14 0 2 0 13 0 0 5 379 15 1 1 0 17 0 0 Total Hourly Totals o o o Eastbound Westbound Total Left Thru Rinht U Left Thru Rlnht U 16 0 96 0 0 0 52 0 4164 0 0 0 0 0 0 20 68 68 168 0 0 0 0 0 0 2 Peak 15.Mln Northbound Southbound Flowrates Left Thru Rlaht U Left Thru Rlaht U AUyehlcres 80 1848 28 80 28 1876 60 0 Heavy Tru.G~s 0 12 0 0 8 '0 Pedestrians 4 28 Bicycle,S 0 0 0 0 2 0 Railroad Stonned Buses Comments: Just count Dwy movements, turn and U-turn movements. DON'T count SB/NB Thrus. Report generated on 4/13/2011 7:35 AM SOURCE: Quality Counts, LLC (htlp:/lwww.qualitycounts.net) Type of peak hour being reported: Intersection Peak LOCATION: Collins Ave -- Dwy 2/Median Opening CITY/STATE: Sunnv Isles, FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572120 DATE: 3/25/2011 188B1548 L~8 1739 ~ L ___L, . -. 250 . 11 .1 to 45. 48 ~ 0 . I 0.991. 0 ~ M ~,;,:;r " 183781684 Peak-Hour: 8:15 AM -- 9:15 AM Peak 15-Min: 8:45 AM -- 9:00 AM 2,5 lo~ 2,7 ___L, . 00 . 9 1 .1 ~ to 44. 4.2 00. ~_ . 00 15+00,\ 1'00+00 -}; 2.1;i 2,6 1.8 2.2 ~L a: Quality Counts "I;' ;, II' I"'~n - . - I' . -,' . . '-' "'. . ,.\ ~ . . . ~ .. I: .~I.l'.~, I LI'. :.~ 1".:1( ::-. ~..:.L 51 t~t 78 I~i ~Hll ~ 'L- ~: ; :L : :~: : -l: : :t ~~ . -.L :~: '\~I' I~ . ~i --t ~ I 111'1 ~~ . -.L : re]: -4' · 'r- 15-Mln Count Collins Ave Collins Ave Dwy 21Median Opening Dwy 2/Medlan Opening Period INorthbound} ISouthbound) (Eastbound) IWestbound} Total Hourly Beginning At Left Thru Rlnht U Left Thru Rlnht U Left Thru Rinht U Left Thru Rinht U Totals 7:00 AM 5 170 2 2 4 171 4 0 0 0 3 0 0 0 11 0 372 7:15AM 5 221 2 3 6 230 9 0 0 0 4 0 1 0 5 0 486 7:30 AM 11 231 4 11 2 269 12 0 2 0 1 0 0 0 13 0 556 7:45AM 21 282 4 7 4 342 21 0 0 0 10 0 2 0 11 0 704 2118 8:00 AM 62 292 3 14 6 390 45 2 1 0 5 0 0 0 12 0 832 2578 8:15AM 83 341 0 8 6 415 36 3 5 0 16 0 0 0 9 0 922 3014 8:30 AM 36 349 4 11 10 450 40 2 1 0 17 0 1 0 9 0 930 3388 F~T8:45'AM..." 1~,11~4flQAIII!llI1I:R_~1 n~ 43~1a~1 0-1n1i;"Z.i';ii'liJil; -2~01lfilli1.1_0. .93311II 83617ii'll 9:00 AM 12 387 6 11' 12 431 13 0 2 0 12 0 0 0 16 0 902 3687 , 9:15AM 13 312 2 9 13 401 18 1 1 0 13 0 0 0 12 0 795 3560 9:30 AM 11 332 9 11 10 456 22 0 1 0 15 0 1 0 13 0 881 3511 9:45 AM 24 325 3 12 4 385 28 0 0 0 16 0 1 0 15 0 813 3391 10:00 AM 16 335 5 13 3 319 20 0 1 0 15 0 0 0 16 0 743 3232 10:15AM 21 349 5 7 8 416 17 0 1 0 10 0 0 0 11 0 845 3282 10:30 AM 21 332 5 13 10 402 21 1 2 0 10 0 0 0 12 0 829 3230 10:45 AM 19 394 4 12 5 417 28 2 2 0 13 0 0 0 8 0 904 3321 11:00AM 17 342 2 10 5 374 17 1 2 0 16 0 0 0 13 0 799 3377 11:15AM 17 347 9 14 10 439 19 2 2 0 10 0 0 0 15 0 884 3416 11:30AM 20 385 8 12 7 410 16 0 2 0 12 0 0 0 11 0 883 3470 11:45AM 16 369 7 13 4 403 25 1 2 0 21 0 0 0 14 0 875 3441 12:00 PM 18 353 5 18 7 422 15 3 5 0 25 0 0 0 7 0 878 3520 12:15 PM 16 375 7 15 8 436 41 2 3 0 16 0 0 0 10 0 929 3565 12:30 PM 19 410 8 16 10 444 28 0 3 0 21 0 0 0 15 0 974 3656 12:45 PM 14 372 11 9 11 423 28 1 2 0 17 0 0 0 14 0 902 3683 Peak 15.Mln Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Rlnht U Left Thru Rl"ht U Left Thru Rlnht U Left Thru Rinht U All Vehicles 44 1636 24 4u 32 1772 76 4 12 0 40 0 8 0 44 0 ;1732 HeaVy T rU,cks 0 44 0 0 60 0 0 0 0 0 0 0 104 Pedestrians 8 12 36 116 172 Bicycles 0 ~, 0 0 1 0 0 0 0 0 0 0 1 Railroad Stoooed Buses Commenls: Just count Dwy movements, turn and U-turn movements. DON'T count SB/NB Thrus. Report generated on 4/13/2011 7:35 AM SOURCE: Quality Counts, LLC (hllp:!/www.qualilycounls.net) Type of peak hour being reported: Intersection Peak LOCATION: Collins Ave -- Dwy 2/Median Opening CITY/STATE: Sunnv Isles, FL 21698170 1,~4 2005 : L .--J... . ~ 205 . 15 J t. 48. 48 80.~.08 91 . 76 '\ r o. 69 11~2:;1 21678303 Method for determining peak hour: Total Entering Volume QC JOB #: 10572123 DATE: 3/25f2011 Peak.Hour: 4:30 PM ..5:30 PM Peak 15.Min: 5:00 PM.. 5:15 PM 1.2 1.12toL . ~ 00 . 00 J ~ t. 0.0. 00 OO.~. 00 00 9~ t ,.r~ 1.4 10.0 1,2 0.0 I 1,0 1.1 1.1 ~o; CI Quality Counts 'I' 'l'I'P'o,P.- . 'I' .' -.' .' ''', ' . ", ..... (.. .\ ," \",' I I :-.1 1':Y\; :.::1...,."1' :;. ~.:.L 60t~t30 1-:-1 'L- ~: : :L : :~: : -l= : :'t ~m l iL ~....~L :~: -1' · -'I ~....~L : rel: -1' · -r- -t ~ 1111'1 15-Mln Count Collins Ave Collins Ave Period (Northbound) (Southbound) Beginning AI Left Thru RI"ht U Left Thru RIGhi U 1:00 PM 26 387 10 10 12 447 31 0 1:15PM 34 403 3 11 6 469 32 0 1:30 PM 29 367 9 22 10 408 29 0 1:45 PM 32 406 4 9 12 455 28 0 2:00 PM 21 394 3 24 15 399 25 2 2:15 PM 20 389 6 12 10 493 23 0 2:30 PM 32 433 7 25 9 440 39 1 2:45 PM 31 435 10 16 9 462 28 0 3:00 PM 48 429 5 21 9 501 29 1 3:15 PM 18 505 5 11 11 475 33 9 3:30 PM 17 436 8 17 9 480 32 1 3:45 PM 30 532 4 11 10 481 25 2 4:00 PM 23 496 6 20 6 490 25 1 4:15 PM 16 496 6 19 17 488 32 0 4:30 PM 30 509 6 27 12 512 30 1 4:45 PM 1B 510 10. 24 B 491 29 2 .5:oo'PMlw ',:.25,,"'537];. ,C;;:7t~'Q;;:" i!i.\,i.8.. 3518",~25-w.,,;'t1,~. .', 5:15 PM 18 544 3 16 15 484 30 3 5:30 PM 14 514 4 12 11 519 27 2 5:45 PM 30 496 4 22 10 478 27 1 6:00 PM 24 498 12 16 12 467 18 2 6:15 PM 18 493 7 13 7 485 17 1 6:30 PM 19 492 3 12 15 471 22 2 6:45 PM 21 448 9 11 7 459 29 0 Peak 15.Mln Northbound Southbound Flowrates Left Thru RIGht U Left Thru RIGhi U All Vehicles 100 2148 28 76 32 2072 100 4 Heavy Trgcks 0 8 0 0" 8 0 Pedestrians 0 16 Bicycles 0 1 0 0 0 Railroad StooDed Buses Comments: Just count Dwy movements, turn and U-turn movements. o Report generated on 4/13/2011 7:35 AM Dwy 2/Medlan Opening Dwy 2/Medlan Opening {Eastboundl {Westboundl Lefl Thru RIGht U Left Thru Riaht U 2 0 16 0 0 0 20 0 961 6 0 26 0 0 0 11 0 1001 4 0 13 0 0 0 14 0 905 4 0 13 0 0 0 8 0 971 3838 4 0 18 0 0 0 14 0 919 3796 4 0 18 0 0 0 9 0 984 3779 7 0 16 0 0 0 9 0 1018 3892 3 0 24 0 0 0 9 0 1027 3948 1 0 27 0 0 0 16 0 1087 4116 2 0 29 0 0 0 8 0 1106 4238 6 0 29 0 0 0 10 0 1045 4265 1 0 8 0 0 0 19 0 1123 4361 1 0 21 0 0 0 10 0 1099 4373 2 0 18 0 0 0 10 0 1104 4371 . 0 0 19 0 0 0 11 0 1157 4483 4 0 17 0 0 0 16 0 1129 4489 '8 1: r 0'io;:-"'~i21ii!\iacft'0'''-, ~-iO;::O"'::0~16P""~0'llJS ii<M85_ "4575'>1 3 0 19 0 0 0 5 0 1140 4611 1 0 13 0 0 0 6 0 1123 4577 3 0 22 0 0 0 10 0 1103 4551 o 0 15 0 0 0 13 0 1077 4443 3 0 14 0 0 0 10 0 1068 4371 o 0 12 0 0 0 8 0 1056 4304 1 0 19 0 0 0 15 0 1019 4220 Eastbound Westbound Thru Rlahl U Left Thru Rlahl U o 84 0 0 0 64 0 o 0 0 0 0 52 16 o 0 0 0 Total Hourly Totals Total Left 32 o 4740 16 84 1 o o DON'T count SB/NB Thrus. SOURCE: Quality Counts, LLC (hUp:/Iwww.qualitycounts.net) Type of peak hour being reported: Intersection Peak LOCATION: Collins Ave -- Dwy 21Median Opening CITY/STATE: Sunnv Isles, FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572126 DATE: 312512011 190081623 11:11767 : L ___J... . '- 165 . 16 .I \. 58. 58 ~ 1 . I 0.93 I. 0 El " 4.:,:.;~ .. 187B1694 Peak-Hour: 7:00 PM .. 8:00 PM Peak 15.Min: 7:15 PM.. 7:30 PM 0,9 10.0 1,0 --.J... . 0,6 .12,5.1 ~ \. 0.0.0,0 0,0. V. 0,0 2,79" . ,.p 0,0 I 0; 0,6 0.0 1 1,0 0,6 0,7 ~L a: Quality Counts -I''',' I"I""P- ',-1[" ,..., . ','~ . _, ~\ .' ..~ to (.(..~ I t.l I (I~.. :::': I- ./!( ::-. ~.:.L 163t~t 73 I~' ~W~ ~ 'L- ~: : ~L : :~: : -l= : :~ ~... . ,-L :~: '\~4" I" · ,., -t -----J I Inl ~... . ,-L : r~~l: -1' · 'r- lS-Mln Count Collins Avell Collins Ave Dwy 2/Median Opening Dwy 2/Medlan Opening Period fNorthbound (Southbound I (Eastbound' (Westbound) Total Beginning At Left Thru Rlcht U Left Thru Richt U Left Thru Richt U Left Thru Richt U 7:00 PM 23 416 6 15 6 431 24 0 4 1 19 0 0 0 20 0 965 -,. ~13m .10 1IIIi_6_0~ _". m ~ S_"._ 7:30 PM 16 355 7 13 5 442 21 0 3 0 9 0 0'- 0 12 0 883 7:45 PM 14 359 11 12 8 412 32 1 3 0 10 0 0 0 11 0 873 Hourly Totals 3727 Peak 15-Min Northbound Southbound Flowrates Left Thru Richt U Left Thru Rlcht U All Vehicles 44 1664 28 52 40 1928 96 8 Heavy Trucks 0 20 0 0 32 0 Pede_striilns 16 12 BicyclEiS 0 1 0 0 1 0 Railroad Slopped Buses Comments: Just count Dwy movements, turn and U-turn movements. DON'T count SB/NB Thrus. Report generated on 4/13/2011 7:35 AM SOURCE: Quality Counts, LLC (hltp:/Iwww.qualitycounts.net) Eastbound Westbound Total Left Thru Rlcht U Left Thru Rlnht U 24 0 80 0 0 0 60 0 4024 8 0 0 0 0 0 60 148 96 272 0 0 0 0 0 0 27 Type of peak hour being reported: Intersection Peak LOCATION: Collins Ave -- Dwy 2/Median Opening CITY/STATE: Sunny Isles, FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572121 DATE: 4/2/2011 169681509 I: 1609 ~ L ~.. . '- 136 .10 ..I t. 40. 41 8 0 + I 0.941. 0 ~ 60+50'\ r 1+36 11:1:6;1 17081592 Peak-Hour: 12:00 PM u 1:00 PM Peak 15-Min: 12:45 PM .-1:00 PM 0,6 ~o; 0,7 1,5 a: QU,~~:i~~,~?~~:~~ . 00 .00..1 ~ t. 00.00 00 +~. 00 009'" . ,.r~ 00 10: 1.5 0.01 ~L 0,6 1.4 ~.:.L 46 t~t 44 I~I ~Wl ~ 'L- ~: : :L : : <6>: : 1~ : :t ~.. . ,-L :~: '\~r I'" · "1 -t ~ HTri ~.. . ,-L : rel: -1' · '[- 15-Min Count Collins Ave Collins Ave Dwy 2/Median O~enlng Dwy ~:Medlan Opening Period (Northbound) (Southbound) (Eastbound Westbound) Total Hourly Beginning At Left Thru Richl U Left Thru Richt U Left Thru Richt U Left Thru Rlcht U Tolals 7:00 AM 1 112 0 6 4 106 0 0 1 0 1 0 0 0 4 0 235 7:15 AM 3 113 2 3 1 95 1 0 0 0 1 0 0 0 0 0 219 7:30 AM 4 119 2 1 3 104 4 0 0 0 3 0 0 0 5 0 245 7:45 AM 2 147 1 9 0 158 1 0 1 0 3 0 1 0 3 0 326 1025 8:00 AM 6 151 0 5 1 140 8 0 1 0 2 0 0 0 0 0 314 1104 8:15 AM 4 169 2 6 1 181 5 1 1 0 8 0 0 0 1 0 379 1264 8:30 AM 5 193 0 5 1 222 6 0 2 0 5 0 0 0 8 0 447 1466 8:45 AM 7 206 3 5 2 259 7 0 1 0 3 0 0 0 7 0 500 1640 9:00 AM 9 225 0 9 5 258 7 0 0 1 4 0 0 0 7 0 525 1851 9:15AM 11 253 4 7 1 261 4 0 0 0 2 0 1 0 2 0 546 2018 9:30 AM 10 288 1 5 6 323 24 0 1 0 5 0 0 0 13 0 676 2247 9:45 AM 12 316 2 11 5 346 12 0 2 0 9 0 0 0 1 0 716 2463 10:00 AM 10 322 0 13 6 356 21 0 1 0 B 0 0 0 3 0 740 2678 10:15 AM 9 338 1 6 4 374 16 0 4 0 7 0 0 0 9 0 768 2900 10:30 AM 8 327 7 10 2 348 15 1 0 0 8 0 0 0 8 0 734 2958 10:45 AM 15 317 1 9 1 390 26 0 3 0 8 0 0 0 9 0 779 3021 11:00 AM 15 341 5 9 5 355 21 1 3 1 11 0 0 0 9 0 776 3057 11:15AM 14 329 2 10 5 391 18 0 2 0 14 0 0 0 6 0 791 3080 11:30 AM 13 362 3 19 3 375 16 3 2 0 8 0 0 0 7 0 811 3157 11:45 AM 20 386 2 8 3 360 29 0 3 0 8 0 0 0 8 0 827 3205 12:00 PM 18 343 7 13 6 381 14 1 1 0 10 0 1 0 6 0 801 3230 12:15 PM 17 353 5 13 1 439 16 0 1 0 12 0 0 0 15 0 872 3311 12:30 PM 16 366 3 14 7 370 21, 0 1 0 12 0 0 0 10 0 820 3320 1'*"1 ?'4"'PU~!.. ~17... . 394~5~~8~;': _c"4.,:,;;'Ji'419~ ~2~~ .UiJ#-,rn'~'an~,:fj1A;.; ;.. ;;..Oh.%: . ,0 '''fr!,OL~ ,t.92;:;-;;O'i::3: ~898liF 1'I:~~91(' Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Rlchl U Left Thru Rlcht U Left Thru Rlohl U Left Thru Rlnhl U All VehlcJes 68 1576 20 32 16 1676 68 8 28 0 64 0 0 0 36 0 3592 HeaviT rucks 0 28 0 0 12 0 0 0 0 0 0 0 40 Pedestrians 8 8 40 52 108 Bicycles 0 2 0 0 1 0 0 0 0 0 0 0 3 Railroad Sloooed Buses Comments: Just count Dwy movements, turn and U-turn movements. DON'T count SB/NB Thrus. Report generated on 4/13/2011 7:35 AM SOURCE: Quality Counts, LLC (hllp:/lwww.qualilycounts.net) Type of peak hour being reported: Intersection Peak LOCATION: Collins Ave -- Dwy 2/Median Opening CITY/STATE: Sunny Isles, FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572124 DATE: 4/2/2011 163081612 I: 1713 :s L __J., . ~ 166 . 14 .I t. 39. 41 ~ 0 . I 0.941. 0 B " ~,;,,:, ~r~ " 16481923 Peak-Hour: 6:00 PM -- 7:00 PM Peak 15.Min: 6:30 PM .. 6:45 PM 0,6 0,0 0.0 L . ~ 00 .00.1 ~ t. 0.0. 00 00 .~. 00 00 9"' ~ ,.rF 00 I 0: 0,6 0.0 I 0,0 ~o; a: Quality Counts -.., .\ '."1' " ~ - ','" ','-'," I~', h >\ \ , -.\ .. i.-"l_!:"~ j ()~... :;,l:-j".:I' ~-. 0.0 0,7 'L- ~: ; ~L : :<6>: : ~t : :~ ~..:..L 69 t~t 49 I~' ~.j Jl ~ ~ ~~ . ~L -t ~~ . ~L .I~t. ~ HlI'i .I ~t. .... . . ~II! . 'l r 'l r I~ . ,., I"' . ,., 15.Min Count Collins Ave Collins Ave Dwy 2/Medlan Opening Dwy 2/Median Opening Period INorthboundl ISouthboundl IEastbounlil /Westboundl Total Hourly Beginning At Left Thru Riliht U Left Thru Riiiht U Left Thru Rlnht U Left Thru Rloht U Totals 1:00PM 19 355 9 12 5 427 27 2 3 0 13 0 0 0 5 0 677 1:15PM 17 375 4 6 9 421 28 0 2 0 15 0 0 0 7 0 666 1:30PM 25 391 5 12 5 375 16 1 2 0 25 0 0 0 14 0 673 1:45PM 17 400 7 9 4 406 22 0 3 0 6 0 0 0 5 0 663 3519 2:00 PM 19 375 6 6 3 416 26 5 2 0 11 0 0 0 9 0 662 3524 2:15PM 16 373 6 12 6 422 27 0 3 0 16 0 0 3 6 0 694 3532 2:30 PM 17 362 4 15 6 367 19 4 3 0 14 0 1 0 6 0 640 3499 2:45 PM 17 396 9 7 10 399 26 2 2 0 12 0 0 0 15 0 697 3513 3:00 PM 21 375 5 9 11 397 22 1 5 0 16 0 0 0 7 0 671 3502 3:15PM 16 463 4 12 4 416 25 1 5 0 9 0 0 0 3 0 962 3570 3:30 PM 23 416 4 12 6 369 16 1 2 0 10 0 0 0 9 0 670 3600 3:45 PM 25 390 7 6 10 426 15 0 2 1 15 0 0 0 11 0 910 3613 4:00 PM 16 416 4 7 5 401 24 2 2 0 16 0 0 0 9 0 904 3646 4:15PM 21 423 3 9 12 446 25 1 4 0 12 0 0 0 14 0 970 3654 4:30 PM 27 424 6 20 4 390 17 0 4 0 11 0 0 0 9 0 912 3696 4:45 PM 13 411 10 10 4 431 20 2 4 0 10 0 1 0 6 0 922 3706 5:00 PM 16 399 4 20 6 366 24 1 7 0 11 0 0 0 6 0 664 3666 5:15PM 19 422 1 17 7 407 25 1 1 0 12 0 0 0 3 0 915 3633 5:30 PM 16 430 5 14 5 401 19 2 2 0 6 0 0 0 10 0 914 3635 5:45 PM 12 462 6 20 5 435 24 0 4 0 14 0 0 0 13 0 995 3706 6:00 PM 21 376 6 13 4 362 17 1 6 0 16 0 0 0 11 0 635 3659 6:15 PM 14 469 4 17 5 415 29 2 4 0 14 0 0 0 16 0 1009 3753 -fl'~n pM .". ",1 <I, '~4!i4 7 23 , .!'i: ;:<l73,,:,.t ,22, n"", r. 2' "~en' ..'\'12 0 ,'n"" "n,,, ,.;z;1n~)llll;,;;I;1n?7mli1lf~RAAl' 6:45 PM 22 434 4 18 7 463 24 1 2 0., 16 0 2 0 2 0 997 3666 Peak 15-Mln Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Rlcht U Left Thru Rlcht U Left Thru Richt U Left Thru Rlcht U All Vehicles 76 1616 26 92 20 1692 66 0 6 0 46 0 0 0 40 0 4106 Heavy Trucks 0 12 0 0 0 0 0 0 0 0 0 0 12 Pedeslrians 6 0 76 52 136 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Commenls: Just count Dwy movements, turn and U-turn movements. DON'T count SSINS Thrus. Report generated on 4113/2011 7:35 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of peak hour being reported: Intersection Peak LOCATION: Collins Ave -- Dwy 2/Median Opening CITY/STATE: Sunny Isles, FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572127 DATE: 4/2/2011 182B1708 I: 1690:rL ~., . ~ 171 + 15 j to 65 + 66 ~1.~+oEJ 71 . 55 " r 1. 41 11~1:5:1 17881745 Peak-Hour: 7:00 PM .. 8:00 PM Peak 15-Min: 7:15 PM .. 7:30 PM 0,9 0,0 0.0 L . ~ 00 +00 J ~ to 00 + 00 00 . ~ + 0.0 00 9~ . ,.r~ 00 10: 0.9 0:1 0.0 0,9 0,0 ~O; a: Quality Counts -I 'I" ,.,"n. , -,' , '.. . . . I.. q..' I,. .,.. " '"'.1;':. I ':_'''-. ::1:1; '/1': ::-, ~..:..L 122t <t> t 37 I~I ~'[IH iL ~ ~: : ~L : :~: : -l: : :t- ~., . ~L :~: ,,'71' I~ . "1 -t ~ lTni ~~ . ~L :~: -l' · "I 15-Min Counl Collins Ave Collins Ave Dwy 2/Median Opening Dwy 2/Medlan Opening Period (Northboundl (Southboundl /Easlboundl (Weslbouncll Total Hourly Beginning At Left Thru Rleht u Left Thru Rlahl U Left Thru Riahl U Left Thru Riaht U Totals 7:00 PM 24 412 1 5 6 396 32 1 5 0 14 0 1 0 21 ~O 918 r:"'7~15!P.M~ iZl, ~13- 1H,1 2~1IIIU.0- ., - 5 ,:11IIII' .. 7:30 PM 12 392 1 10 6 415 26 1 5 0 12 0 0 0 21 0 901 7:45 PM 17 393 1 14 11 431 18 l' 2 0 16 0 0 0 8 0 912 3708 Peak 15.Mln Northbound Southbound Flowrales Left Thru Rlchl U Left Thru Rlchl U All Vehicles 76 1712 12 52 44 1792 92 0 Heavy Trucks 0 0 0 0 0 0 pedestrians 8 0 Bicycles 0 0 0 0 0 0 Railroad Slopped Buses Comments: Just count Dwy movements. turn and U-turn movements. DON'T count SB/NB Thrus. Report generated on 4/13/2011 7:35 AM SOURCE: Quality Counts, LLC (hllp:llwww.qualitycounts.net) Easlbound Weslbound Tolal Left Thru Rlchl U Lefl Thru Richl U 12 4 52 0 0 0 60 0 3908 0 0 0 0 0 0 0 152 28 188 0 0 0 0 0 0 0 EXISTING THURSDAY AM PEAK HOUR a: t- ....J a: t- ....J ::J co co co co co co co In In In In In In In -- IIWBR WBR WBr WBT WBL . WBL '''II II EBT EBR ....J Iii a: ::J ....J t- a: co co co co co co Z Z Z Z Z Z Z WBR WBT WBL ::J t- a: co co co Z Z Z EXISTING THURSDAY PM PEAK HOUR III ....J t- a: co co co Z Z Z a: t- ....J ::J co co co co VI V') Vl V'l . WBR WBT WBL a: t- ....J co co co In In In III mil II' WBR WBT WBL ::J ....J ....- a:: co co co co Z Z Z Z a:: t- ....J ::> co co co co VI V') Vl V1 EBL EBT EBR WBR WBT WBL ::J t- a: co co co z z z EXISTING FRIDAY AM PEAK HOUR a: I- -' lXl lXl lXl Vl Vl Vl a: I- -' :J a:I m co CD \I) V) V') V) EBL EBT EBR IIWBR WBT WBL WBR WBT WBL EBL. EBT EBR . :J -' I- a: m co al CD Z Z Z Z a: I- -' :J co co co en U") V') V') VI ;i;~ :.' ':~ :';; \l.:i~':;'i J.:t ~/ ~ lit.;; Ilf:i ..:,~ t!' "Ii"" ~ . _'i. ..~~~::."'~ EBL EBT EBR :. ~_ .J...,~~~:?t~. / ~" ,"/;P;;jh; i~...~.;o, .1.' V .;.,~;1...~. i:,..,i,_j.!f-t->':tU ~~~.~:,:~:~~~i {t J't:~tn'.'l";f;' ~"., >( ,'(t;} ,i~:~~f -~~ :J I- a: lXl lXl lXl Z Z Z EXISTING FRIDAY PM PEAK HOUR a: I- -' lXl lXl lXl Vl Vl Vl a: I- -' :J lXl lXl lXl lXl V') Vl Vl V') WBR WBT WBL 'BlII - EBL EBT EBT EBR EBR -' I- a: :J -' I- a: lXl lXl lXl lXl lXl lXl lXl Z Z Z Z Z Z Z a:: ~ ....J => ca co co CC Vl VI Vl Vl EBL EBT EBR :J I- a: <0 lXl lXl Z Z Z EXISTING WEEKDAY AVERAGE AM PEAK HOUR EBL EBT EBR WBR WBT WBL a:: t- ...J <0 <0 <0 <II VI <II EBL EBT EBR WBR WBT WBL a:: <0 Z :> ...J t- a:: co co co co z z z z EBL. EBT EBR WBR WBr WBL :> t- a:: <0 <0 <0 Z Z Z EXISTING WEEKDAY AVERAGE PM PEAK HOUR a:: t- ...J <0 <0 <0 <II <II <II a:: t- ...J :> co a:J m co V') V') V"l V1 EBl '''. EBT EBT EBR EBR ' ...J t- a:: :> ...J t- a:: <0 <0 <0 <0 <0 <0 <0 Z Z Z Z Z Z Z a:: t- :> <0 <0 <0 VI <II <II EBL EBT EBR WBR WBT WBL :> t- a:: <0 <0 <0 Z Z Z EXISTING SATURDAY AM PEAK HOUR e<: .... --' co co co Vl Vl Vl e<: .... --' :> co co co co V') c.I'l c.I'l V') EBL EBT EBR WBR WBT WBL WBR WBT WBL --' .... e<: co co co z z z :> --' .... e<: co co co co z z z z WBR WBT WBL :> .... e<: co co co z z z EXISTING SATURDAY PM PEAK HOUR e<: .... --' co co co Vl Vl Vl EBL EBT EBR WBR WBT WBL ~~f",~:,;.)~,' '~:{~~~~Y l~!r l;!r ;l.~~~~ p.:t ~:!',: i :~;I,:."~~.~t:. """""W' , '.;tk1l,'i:~r,,[~. ~.'Wt^..pZ.'ttl".t..'o:Jll I 'i ',.r.;."\:~i-'''''' ~,~...\:t4< }~.,~,' ~~~~'~.;~~t~.}~l1;~; EBL. EBT EBR, '., , !":,,:, ~,fJ~ .:'~:1l~; 1(.1'';: ~,,-~~~.(t.~ (\lv:""(;~'-~,r--' ~l~.~ xi~:~:~;1~l:.~:w~~~'w1:J~ --' .... e<: co co co Z Z Z ::l ..J ...... a:::: co co co co Z Z Z Z a:::: )- ...J ::> co co co co c.n VI VI Vl EBL EBT EBR WBR WBT WBL :> .... e<: co co co z z z - VEEKDAY AVERAGE AM PEAK HOUR DIVERSIOI E8L E8T E8R ~ ... a: '" '" '" z z z :J .J '" '" z z liD :i z z a: '" VI I E8R_04S~ :J ~ ... a: '" '" ., '" z z z z VEEKDAY AVERAGE PM PEAK HOUR DIVERSIOI a: ... ~ a: ... :J :ll '" :ll 10 m CD co VI IlI'I IlI'I VI V1 . E8L. E8T E8R ~ Ii; a: :J .J ... a: '" '" '" '" '" ., z z z z z z z a: :ll ~ E8R 1lIINN1~ W8R W8T W8L ~ z ... a: '" '" z z SATURDAY AM PEAK HOUR DIVERSION ~ .. 0: '" '" '" z z z ~ ~ ~ ~ '" el I EBR~....62UIH a:: .... .oJ ~ Iii ::r. EBR SATURDAY PM PEAK HOUR DIVERSION ::> -' '" .. z z t; ~ z z 0: el I EBR_S3IIIIi'i!il EBL EBT EBR -- - - - -- FUTURE WEEKOAY AVERAGE AM PEAK HOUR WBR WBT WBl ~ ~ ~ z z z ~ ~ ~ ~ z z z z '" ~ ~ EBR_45ll'1l'iili1 WBR WBT WBL :::) ...J .... a:: co co co al Z Z Z Z FUTURE WEEKDAY AVERAGE PM PEAK HOUR EBL EBT EBR m ~ m m WBR WBT WBL '" ~ I EBR ~711lfi;g a: .... ....J => ~ ~ ~ ffi EBL EBT EBR FUTURE SATURDAY AM PEAK HOUR EBL EBT EBR <r e: I EBR~6U;_ ~ ~ ~ ~ WBR WBT WBL EBL EBT EBR ~ ~ i ~ FUTURE SATURDAY PM PEAK HOUR WBR WBT WBL EBL. . EBT ' EBR ~ ... 0: '" '" '" Z Z Z :> J '" '" Z Z ~ ~ z z 0: 3: ~ EBR tIIIlli.Uim a: .... -' ::) ~ ~ ~ ~ EBL EBT EBR ~ t; ~ Z Z Z - HCM Signalized Intersection Capacity Analysis Existing Conditions - Weekday 1: 183rd Street & Collins Avenue AM Peak Hour ,J- -+ .. ~ .- '- "\ t ~ '-. + .; MovBment EBl EBT EBR WBL WBT WaR NBL NBT NBR SBL SBT SBR Lane Configurations 4' 7' ~ 'i ++t. 'i ++t. Volume (vph) 248 1 155 2 0 3 102 1466 1 19 1682 117 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 3.0 5.0 3.0 5.0 Lane Uti!. Factor 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Frt 1.00 0.85 0.92 1.00 1.00 1.00 0.99 Fit Protected 0.95 1.00 0.98 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1774 1583 1712 1770 5085 1752 4987 Fit Pennitted 0.72 1.00 0.92 0.07 1.00 0.13 1.00 Satd. Flow (penn) 1349 1583 1603 125 5085 238 4987 Peak.hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 264 1 165 2 0 3 109 1560 1 20 1789 124 RTOR Reduction (vph) 0 0 89 0 2 0 0 0 0 0 6 0 Lane Group Flow (vph) 0 265 76 0 3 0 109 1561 0 20 1907 0 Heavy Vehicles (%) 2% 2% 2% 0% 0% 0% 2% 2% 2% 3% 3% 3% Tum Type Penn Penn Penn pm+pt pm+pt Protected Phases 8 4 1 6 5 2 Permitted Phases 8 8 4 6 2 Actuated Green, G (s) 26.7 26.7 26.7 83.3 77.5 76.7 73.9 Effective Green, g (s) 26.7 26.7 26.7 83.3 77.5 76.7 73.9 Actuated glC Ratio 0.22 0.22 0.22 0.69 0.65 0.64 0.62 Clearance Time (s) 5.0 5.0 5.0 3.0 5.0 3.0 5.0 Vehicle Extension (s) 2.5 2.5 2.5 2.0 1.0 5.0 1.0 Lane Grp Cap (vph) 300 352 357 175 3284 187 3071 vis Ratio Prot cO.03 0.31 0.00 0.38 vis Ratio Penn cO.20 0.05 0.00 cOAO 0.07 v/c Ratio 0.88 0.22 0.01 0.62 0.48 0.11 0.62 Uniform Delay, d1 45.1 38.1 36.3 13.1 10.9 8.5 14.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IncremBntal Delay, d2 24.8 0.2 0.0 4.9 0.5 0.5 1.0 Delay (s) 69.9 38.3 36.3 18.0 11.4 9.0 15.3 level of Service E D D B B A B Approach Delay (s) 57.8 36.3 11.8 15.2 Approach LOS E D B B Intersection Summary HCM Average Control Delay 18.4 HCM Level of Service B HCM Volume to Capacity ratio 0.67 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 72.9% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Collins Aveune at 183rd Street Driveway Analysis April 2011 Synchro 7 - Report HCM Unsignalized Intersection Capacity Analysis Existing Conditions - Weekday 2: Trump Towers Driveway & Collins Avenue AM Peak Hour ~ '- t ~ \. + Movement -WBL WBR NBT NBR SBC SBT Lane Configurations r' ttf+ 'I ttt Volume (vehlh) 0 41 1462 14 46 1714 Sign Control Slop Free Free Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 0 43 1539 15 48 1804 Pedestrians lane Width (ft) Walking Speed (ftls) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 420 pX, platoon unblocked 0.78 vC. conflicting volume 2245 520 1554 vC1, stage 1 conI vol vC2, stage 2 conI vol vCu, unblocked vol 1596 520 1554 tC. single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 pO queue free % 100 91 89 cM capacity (veh/h) 68 506 422 Direction. lane # WB1 NB 1 NB2 NB 3 SB 1 SB2 SB3 SB4 Volume Total 43 616 616 323 48 601 601 601 Volume Left 0 0 0 0 48 0 0 0 Volume RighI 43 0 0 15 0 0 0 0 cSH 506 1700 1700 1700 422 1700 1700 1700 Volume to Capacity 0.09 0.36 0.36 0.19 0.11 0.35 0.35 0.35 Queue Length 95th (ft) 7 0 0 0 10 0 0 0 Control Delay (s) 12.8 0.0 0.0 0.0 14.6 0.0 0.0 0.0 Lane LOS B B Approach Delay (s) 12.8 0.0 0.4 Approach LOS B Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 38.6% ICU Level 01 Service A Analysis Period (min) 15 Collins Aveune al183rd Street Driveway Analysis April 2011 Synchro 7 - Report HCM Signalized Intersection Capacity Analysis Existing Conditions - Weekday 1: 183rd Street & Collins Avenue PM Peak Hour ". -+ .. ~ +- '- ~ t I" '-.. ~ .; MOVement EBl EBT EBR WSl WBT WBR NBL NBT NBR SBl SBT SBR Lane Configurations 4' " 4t "i tt~ "i tt~ Volume (vph) 231 0 111 2 1 5 131 2067 3 20 1990 164 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 3.0 5.0 3.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Frt 1.00 0.85 0.92 1.00 1.00 1.00 0.99 Fit Protected 0.95 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1787 1599 1718 1787 5135 1787 5077 Fit Pennitted 0.75 1.00 0.94 0.05 1.00 0.06 1.00 Satd. Flow (penn) 1415 1599 1643 85 5135 110 5077 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 241 0 116 2 1 5 136 2153 3 21 2073 171 RTOR Reduction (vph) 0 0 77 0 4 0 0 0 0 0 6 0 Lane Group Flow (vph) 0 241 39 0 4 0 136 2156 0 21 2238 0 Heavy Vehicles (%) 1% 1% 1% 0% 0% 0% 1% 1% 1% 1% 1% 1% Tum Type Penn Penn Penn pm+pt pm+pt Protected Phases 8 4 1 6 5 2 Permitted Phases 8 8 4 6 2 Actuated Green, G (s) 27.9 27.9 27.9 112.1 104.3 105.8 101.0 EffectivB Green, g (s) 27.9 27.9 27.9 112.1 104.3 105.8 101.0 Actuated glC Ratio 0.19 0.19 0.19 0.75 0.70 0.71 0.67 Clearance Time (s) 5.0 5.0 5.0 3.0 5.0 3.0 5.0 Vehicle Extension (s) 2.5 2.5 2.5 2.0 1.0 5.0 1.0 lane Grp Cap (vph) 263 297 306 155 3571 131 3419 vIs Ratio Prot cO.05 0.42 0.01 0.44 vIs Ratio Penn cO.17 0.02 0.00 cO.61 0.11 vlc Ratio 0.92 0.13 0.01 0.88 0.60 0.16 0.65 Uniform Delay, d1 59.9 50.9 49.8 38.2 12.0 9.5 14.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 33.8 0.1 0.0 37.8 0.8 1.2 1.0 Delay (s) 93.7 51.1 49.8 76.0 12.8 10.7 15.3 level of Service F D D E B B B Approach Delay (s) 79.9 49.8 16.5 15.3 Approach LOS E D B B Intersection Summary HCM Average Control Delay 20.6 HCM Level of Service C HCM Volume to Capacity ratio 0.87 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 80.5% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Collins Aveune at 183rd Street Driveway Analysis April 2011 Synchro 7. Report _I HCM Unsignalized Intersection Capacity Analysis Existing Conditions - Weekday 2: Trump Towers Driveway & Collins Avenue PM Peak Hour ~ "- t ~ \. ! Movement WBl WBR NBT NBR SBL SBT Lane Configurations " ttf+ " ttt Volume (vehlh) 0 43 2080 22 41 1991 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 Hourly flow rate (vph) 0 44 2122 22 42 2032 Pedestrians Lane Width (ft) Walking Speed (fVs) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 420 pX, platoon unblocked 0.75 vC. conflicting volume 2895 719 2145 vC1. stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2360 719 2145 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 pO queue free % 100 88 83 cM capacity (vehlh) 19 376 252 Direction. lane # WB1 NB 1 NB"'2 NB 3 SB 1 SB2 SB3 SB4 Volume Total 44 849 849 447 42 677 677 677 Volume left 0 0 0 0 42 0 0 0 Volume Right 44 0 0 22 0 0 0 0 cSH 376 1700 1700 1700 252 1700 1700 1700 Volume to Capacity 0.12 0.50 0.50 0.26 0.17 0.40 0.40 0.40 Queue Length 95th (ft) 10 0 0 0 15 0 0 0 Control Delay (s) 15.8 0.0 0.0 0.0 22.1 0.0 0.0 0.0 Lane LOS C C Approach Delay (s) 15.8 0.0 0.4 Approach LOS C Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 50.7% ICU level of Service A Analysis Period (min) 15 Collins Aveune at 183rd Street Driveway Analysis April 2011 Synchro 7 - Report HCM Signalized Intersection Capacity Analysis Future Conditions - Weekday 1: 183rd Street & Collins Avenue AM Peak Hour ~ -+ ..... of +- '- "" t ~ \.. ~ .; Movement EBl EBT EBR WBl WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4' r' .t. 'i ttt+ 'i ttt+ Volume (vph) 220 1 138 2 0 3 102 1494 1 19 1688 111 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total lost time (s) 5.0 5.0 5.0 3.0 5.0 3.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Frt 1.00 0.85 0.92 1.00 1.00 1.00 0.99 Fit Protected 0.95 1.00 0.98 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1774 1583 1712 1770 5085 1752 4989 Fit Permitted 0.72 1.00 0.92 0.07 1.00 0.13 1.00 Satd. Flow (perm) 1349 1583 1605 130 5085 233 4989 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 234 1 147 2 0 3 109 1589 1 20 1796 118 RTOR Reduction (vph) 0 0 91 0 2 0 0 0 0 0 6 0 Lane Group Flow (vph) 0 235 56 0 3 0 109 1590 0 20 1908 0 Heavy Vehicles (%) 2% 2% 2% 0% 0% 0% 2% 2% 2% 3% 3% 3% Turn Type Perm Perm Perm pm+pt pm+pt Protected Phases 8 4 1 6 5 2 Permitted Phases 8 8 4 6 2 Actuated Green, G (s) 24.7 24.7 24.7 85.3 79.4 78.8 75.9 Effective Green, g (s) 24.7 24.7 24.7 85.3 79.4 78.8 75.9 Actuated glC Ratio 0.21 0.21 0.21 0.71 0.66 0.66 0.63 Clearance Time (5) 5.0 5.0 5.0 3.0 5.0 3.0 5.0 Vehicle Extension (s) 2.5 2.5 2.5 2.0 1.0 5.0 1.0 lane Grp Cap (vph) 278 326 330 180 3365 190 3156 vIs Ratio Prot cO.03 0.31 0.00 0.38 vIs Ratio Perm cO.17 0.04 0.00 cO.40 0.07 vlc Ratio 0.85 0.17 0.01 0.61 0.47 0.11 0.60 Uniform Delay, d1 45.8 39.2 37.9 11.9 10.0 7.7 13.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 20.1 0.2 0.0 3.9 0.5 0.5 0.9 Delay (5) 65.9 39.4 37.9 15.8 10.5 8.2 14.0 Level of Service E D D B B A B Approach Delay (5) 55.7 37.9 10.8 13.9 Approach LOS E D B B Intersection Summary HCM Average Control Delay 16.6 HCM Level of Service B HCM Volume to Capacity ratio 0.65 Actuated Cycle Length (5) 120.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 71.3% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Collins Aveune at 183rd Street Driveway Analysis April 2011 Synchro 7 - Report HCM Unsignalized Intersection Capacity Analysis Future Conditions - Weekday 2: Trump Towers Driveway & Collins Avenue AM Peak Hour . "- t ~ \.. ~ Movement WBl WBR NBT NBR SBL SBT lane Configurations l' ttf+ 'I ttt Volume (vehfh) 0 41 1462 14 74 1714 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 0 43 1539 15 78 1804 Pedestrians lane Width (ft) Walking Speed (ftfs) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 420 pX, platoon unblocked 0.79 vC, conflicting volume 2304 520 1554 vC 1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1705 520 1554 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (5) tF (5) 3.5 3.3 2.2 pO queue free % 100 91 82 cM capacity (vehfh) 54 506 422 Direction, Lane # WB1 NB 1 NB2 NB3 SB 1 SB2 SB3 SB4 Volume Total 43 616 616 323 78 601 601 601 Volume Left 0 0 0 0 78 0 0 0 Volume Right 43 0 0 15 0 0 0 0 cSH 506 1700 1700 1700 422 1700 1700 1700 Volume to Capacity 0.09 0.36 0.36 0.19 0.18 0.35 0.35 0.35 Queue Length 95th (ft) 7 0 0 0 17 0 0 0 Control Delay (s) 12.8 0.0 0.0 0.0 15.4 0.0 0.0 0.0 Lane LOS B C Approach Delay (5) 12.8 0.0 0.6 Approach LOS B Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 39.3% ICU Level of Service A Analysis Period (min) 15 Collins Aveune at 183rd Street Driveway Analysis April 2011 Synchro 7 - Report HCM Signalized Intersection Capacity Analysis Future Conditions - Weekday 1: 183rd Street & Collins Avenue PM Peak Hour ,J- -+ .. ~ +- "- ~ t ~ '. ~ .; Movement EBl EBT EBR WBl WBT WBR NBL NBT NBR SBl SBT SBR Lane Configurations 4' ., 4+ 'i tt~ 'i tt~ Volume (vph) 183 0 88 2 1 5 131 2115 3 20 1999 155 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 3.0 5.0 3.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Frt 1.00 0.85 0.92 1.00 1.00 1.00 0.99 Fit Protected 0.95 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1787 1599 1718 1787 5135 1787 5080 Fit Pennilled 0.75 1.00 0.95 0.05 1.00 0.06 1.00 Satd. Flow (penn) 1415 1599 1645 89 5135 108 5080 Peak.hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 191 0 92 2 1 5 136 2203 3 21 2082 161 RTOR Reduction (vph) 0 0 77 0 4 0 0 0 0 0 5 0 Lane Group Flow (vph) 0 191 15 0 4 0 136 2206 0 21 2238 0 Heavy Vehicles (%) 1% 1% 1% 0% 0% 0% 1% 1% 1% 1% 1% 1% Turn Type Penn Penn Penn pm+pt pm+pt Protected Phases 8 4 1 6 5 2 Permitted Phases 8 8 4 6 2 Actuated Green, G (s) 24.2 24.2 24.2 115.8 108.0 108.2 103.4 Effective Green, g (s) 24.2 24.2 24.2 115.8 108.0 108.2 103.4 Actuated glC Ratio 0.16 0.16 0.16 0.77 0.72 0.72 0.69 Clearance Time (s) 5.0 5.0 5.0 3.0 5.0 3.0 5.0 Vehicle Extension (s) 2.5 2.5 2.5 2.0 1.0 5.0 1.0 Lane Grp Cap (vph) 228 258 265 175 3697 132 3502 vIs Ratio Prot cO.05 0.43 0.01 0.44 vIs Ratio Perm cO.13 0.01 0.00 cO.55 0.11 vlc Ratio 0.84 0.06 0.01 0.78 0.60 0.16 0.64 Uniform Delay, d1 61.0 53.2 52.9 35.3 10.3 8.3 12.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 22.3 0.1 0.0 17.7 0.7 1.2 0.9 Delay (s) 83.3 53.3 52.9 53.0 11.0 9.4 13.8 Level of Service F D D 0 B A B Approach Delay (s) 73.5 52.9 13.5 13.8 Approach LOS E 0 B B Intersection Summary HCM Average Control Delay 17.2 HCM Level of Service B HCM Volume to Capacity ratio 0.77 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 77.8% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Collins Aveune at 183rd Street Driveway Analysis April 2011 Synchro 7 - Report HCM Unsignalized Intersection Capacity Analysis Future Conditions - Weekday 2: Trump Towers Driveway & Collins Avenue PM Peak Hour .f '- t ~ '. ~ Movement WBl WBR NBT NBR SBL SBT lane Configurations r' ttf+ " ttt Volume (veh/h) 0 43 2080 22 92 2014 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 Hourly now rate (vph) 0 44 2122 22 94 2055 Pedestrians Lane Width (ft) Walking Speed (fils) Percent Blockage Right turn nare (veh) Median type None None Median storage veh) Upstream signal (ft) 420 pX, platoon unblocked 0.76 vC, conflicting volume 3006 719 2145 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2538 719 2145 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 pO queue free % 100 88 63 cM capacity (vehlh) 11 376 252 Direction, lane # WB1 NB 1 NB2 tiJB3 SB 1 SB2 SB 3 SB4 Volume Total 44 849 849 447 94 685 685 685 Volume Left 0 0 0 0 94 0 0 0 Volume Right 44 0 0 22 0 0 0 0 cSH 376 1700 1700 1700 252 1700 1700 1700 Volume to Capacity 0.12 0.50 0.50 0.26 0.37 0.40 0.40 0.40 Queue Length 95th (ft) 10 0 0 0 41 0 0 0 Control Delay (s) 15.8 0.0 0.0 0.0 27.6 0.0 0.0 0.0 lane lOS C D Approach Delay (s) 15.8 0.0 1.2 Approach LOS C Intersection Summary Average Delay 0.8 Intersection Capacity Utilization 52.4% ICU Level of Service A Analysis Period (min) 15 Collins Aveune at 183rd Street Driveway Analysis April 2011 Synchro 7 - Report HCM Signalized Intersection Capacity Analysis Existing Condition - Saturday 1: 183rd Street & Collins Avenue AM Peak Hour ,1 ~ .. ~ +- '- "" t ~ '. + .; Movement EBL EBT EaR WBl WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4' r' .;. " ttt. " ttt. Volume (vph) 177 1 99 4 2 1 99 1441 3 20 1581 98 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total lost time (s) 5.0 5.0 5.0 3.0 5.0 3.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Frt 1.00 0.85 0.98 1.00 1.00 1.00 0.99 Fit Protected 0.95 1.00 0.97 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1774 1583 1812 1787 5134 1787 5091 Fit Pennitted 0.72 1.00 0.88 0.09 1.00 0.14 1.00 Satd. Flow (penn) 1347 1583 1631 166 5134 261 5091 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 188 1 105 4 2 1 105 1533 3 21 1682 104 RTOR Reduction (vph) 0 0 86 0 1 0 0 0 0 0 5 0 lane Group Flow (vph) 0 189 19 0 6 0 105 1536 0 21 1781 0 Heavy Vehicles (%) 2% 2% 2% 0% 0% 0% 1% 1% 1% 1% 1% 1% Tum Type Penn Penn Penn pm+pt pm+pt Protected Phases 8 4 1 6 5 2 Permitted Phases 8 8 4 6 2 Actuated Green, G (s) 21.6 21.6 21.6 88.4 82.4 82.2 79.2 Effective Green, g (s) 21.6 21.6 21.6 88.4 82.4 82.2 79.2 Actuated glC Ratio 0.18 0.18 0.18 0.74 0.69 0.69 0.66 Clearance Time (s) 5.0 5.0 5.0 3.0 5.0 3.0 5.0 Vehicle Extension (s) 2.5 2.5 2.5 2.0 1.0 5.0 1.0 lane Grp Cap (vph) 242 285 294 206 3525 217 3360 vis Ratio Prot cO.03 0.30 0.00 cO.35 vis Ratio Penn cO.14 0.01 0.00 0.35 0.06 vie Ratio 0.78 0.07 0.02 0.51 0.44 0.10 0.53 Uniform Delay, d1 46.9 40.8 40.5 8.0 8.4 6.4 10.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 14.5 0.1 0.0 0.7 0.4 0.4 0.6 Delay (s) 61.5 40.9 40.5 8.7 8.8 6.8 11.3 Level of Service E D D A A A B Approach Delay (s) 54.1 40.5 8.8 11.2 Approach LOS D D A B Intersection Summary HCM Average Control Delay 13.6 HCM level of Service B HCM Volume to Capacity ratio 0.58 Actuated Cycle length (s) 120.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 65.3% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Collins Aveune at 183rd Street Driveway Analysis April 2011 Synchro 7 - Report HCM Unsignalized Intersection Capacity Analysis Existing Condition - Saturday 2: Trump Towers Driveway & Collins Avenue AM Peak Hour ~ '- t ~ '-. + Movement WBl WBR NBT t-"JBR SBl SBT Lane Configurations '(f ++1+ 'I +++ Volume (vehlh) 0 40 1456 20 21 1609 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Hourly flow rate (vph) 0 43 1549 21 22 1712 Pedestrians lane Width (ft) Walking Speed (ftIs) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 420 pX, platoon unblocked 0.83 vC, conflicting volume 2175 527 1570 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu. unblocked vol 1683 527 1570 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 pO queue free % 100 92 95 cM capacity (vehlh) 68 501 421 Direction, lane # WB1 NB 1 NB2 NB3 SB 1 SB2 SB3 SB4 Volume Total 43 620 620 331 22 571 571 571 Volume Left 0 0 0 0 22 0 0 0 Volume Right 43 0 0 21 0 0 0 0 cSH 501 1700 1700 1700 421 1700 1700 1700 Volume to Capacity 0.08 0.36 0.36 0.19 0.05 0.34 0.34 0.34 Queue Length 95th (ft) 7 0 0 0 4 0 0 0 Control Delay (s) 12.9 0.0 0.0 0.0 14.0 0.0 0.0 0.0 Lane 109 B B Approach Delay (s) 12.9 0.0 0.2 Approach LOS B Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 38.6% ICU Level of Service A Analysis Period (min) 15 Collins Aveune at 183rd Street Driveway Analysis April 2011 Synchro 7 - Report HCM Signalized Intersection Capacity Analysis Existing Condition - Saturday 1: 183rd Street & Collins Avenue PM Peak Hour .,J. --to ~ of +- '- ~ t !" '. + .; Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4' r' 4t " ++1+ " tt1+ Volume (vph) 198 0 114 3 1 1 130 1728 3 23 1737 103 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 3.0 5.0 3.0 5.0 Lane Uti I. Factor 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Frt 1.00 0.85 0.97 1.00 1.00 1.00 0.99 Fit Protected 0.95 1.00 0.97 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1787 1599 1795 1787 5134 1787 5095 Fit Permitted 0.75 1.00 0.88 0.07 1.00 0.09 1.00 Satd. Flow (penn) 1419 1599 . 1623 130 5134 174 5095 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1.00 Adj. Flow (vph) 208 0 120 3 1 1 137 1819 3 24 1828 103 RTOR Reduction (vph) 0 0 92 0 1 0 0 0 0 0 4 0 Lane Group Flow (vph) 0 208 28 0 4 0 137 1822 0 24 1927 0 Heavy Vehicles (%) 1% 1% 1% 0% 0% 0% 1% 1% 1% 1% 1% 1% Tum Type Perm Perm Perm pm+pt pm+pt Protected Phases 8 4 1 6 5 2 Permitted Phases 8 8 4 6 2 Actuated Green, G (s) 22.2 22.2 22.2 87.8 80.2 81.4 76.8 Effective Green, g (s) 22.2 22.2 22.2 87.8 80.2 81.4 76.8 Actuated glC Ratio 0.18 0.18 0.18 0.73 0.67 0.68 0.64 Clearance Time (s) 5.0 5.0 5.0 3.0 5.0 3.0 5.0 Vehicle Extension (s) 2.5 2.5 2.5 2.0 1.0 5.0 1.0 Lane Grp Cap (vph) 263 296 300 206 3431 180 3261 vIs Ratio Prot cO.04 0.35 0.01 0.38 vIs Ratio Perm cO.15 0.02 0.00 cO.44 0.09 vlc Ratio 0.79 0.09 0.01 0.67 0.53 0.13 0.59 Uniform Delay, d1 46.7 40.6 40.0 15.5 10.2 7.4 12.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 14.4 0.1 0.0 6.1 0.6 0.7 0.8 Delay (s) 61.1 40.7 40.0 21.7 10.8 8.1 13.3 Level of Service E D D C B A B Approach Delay (s) 53.6 40.0 11.6 13.2 Approach LOS D D B B Intersection Summary HCM Average Control Delay 15.6 HCM Level of Service B HCM Volume to Capacity ratio 0.68 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 71.2% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Collins Aveune at 183rd Street Driveway Analysis April 2011 Synchro 7 - Report HCM Unsignalized Intersection Capacity Analysis Existing Condition - Saturday 2: Trump Towers Driveway & Collins Avenue PM Peak Hour of '- t ~ \.. + Movement WBC WBR NBT NBR SBl SBT Lane Configurations " ttt+ " ttt Volume (veh/h) 0 49 1789 16 27 1747 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Hourly flow rate (vph) 0 52 1903 17 29 1859 Pedestrians Lane Width (ft) Walking Speed (fils) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 420 pX, platoon unblocked 0.79 vC, conflicting volume 2589 643 1920 vC1, stage 1 cont vol vC2, stage 2 cont vol vCu, unblocked vol 2073 643 1920 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 pO queue free % 100 88 91 cM capacity (veh/h) 34 421 312 Direction, Lane # WB1 NB 1 NB2 NB3 SB 1 SB2 SB3 SB4 1 Volume Total 52 761 761 398 29 620 620 620 Volume Left 0 0 0 0 29 0 0 0 Volume Right 52 0 0 17 0 0 0 0 cSH 421 1700 1700 1700 312 1700 1700 1700 Volume to Capacity 0.12 0.45 0.45 0.23 0.09 0.36 0.36 0.36 Queue Length 95th (ft) 11 0 0 0 8 0 0 0 Control Delay (s) 14.8 0.0 0.0 0.0 17.7 0.0 0.0 0.0 Lane LOS B C Approach Delay (s) 14.8 0.0 0.3 Approach LOS B Intersection Summary 1 Average Delay 0.3 Intersection Capacity Utilization 44.9% ICU Level ot Service A Analysis Period (min) 15 Collins Aveune at 183rd Street Driveway Analysis April 2011 Synchro 7 - Report HCM Signalized Intersection Capacity Analysis Future Condition - Saturday 1: 183rd Street & Collins Avenue AM Peak Hour ..J- -. .. ~ +- " "\ t ~ \. ! ~ Movement EBL EBT EBR WBL WBT WBR NBl NBT NBR SBL SaT SBR Lane Configurations 4' '(I 4+ 'i ttft 'i ttft Volume (vph) 139 1 75 4 2 1 99 1479 3 20 1596 83 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total lost time (s) 5.0 5.0 5.0 3.0 5.0 3.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Frt 1.00 0.85 0.98 1.00 1.00 1.00 0.99 Fit Protected 0.95 1.00 0.97 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1775 1583 1812 1787 5134 1787 5098 Fit Pennitted 0.72 1.00 0.87 0.09 1.00 0.13 1.00 Satd. Flow (penn) 1347 1583 1627 173 5134 254 5098 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 148 1 80 4 2 1 105 1573 3 21 1698 88 RTOR Reduction (vph) 0 0 68 0 1 0 0 0 0 0 3 0 lane Group Flow (vph) 0 149 12 0 6 0 105 1576 0 21 1783 0 Heavy Vehicles (%) 2% 2% 2% 0% 0% 0% 1% 1% 1% 1% 1% 1% Turn Type Penn Penn Penn pm+pt pm+pt Protected Phases 8 4 1 6 5 2 Permitted Phases 8 8 4 6 2 Actuated Green, G (s) 18.1 18.1 18.1 91.9 85.6 85.7 82.4 Effective Green, g (s) 18.1 18.1 18.1 91.9 85.6 85.7 82.4 Actuated glC Ratio 0.15 0.15 0.15 0.77 0.71 0.71 0.69 Clearance Time (s) 5.0 5.0 5.0 3.0 5.0 3.0 5.0 Vehicle Extension (s) 2.5 2.5 2.5 2.0 1.0 5.0 1.0 Lane Grp Cap (vph) 203 239 245 220 3662 224 3501 vIs Ratio Prot cO.03 0.31 0.00 cO.35 vIs Ratio Penn cO.11 0.01 0.00 0.34 0.06 vlc Ratio 0.73 0.05 0.03 0.48 0.43 0.09 0.51 Uniform Delay, d1 48.7 43.6 43.4 6.5 7.1 5.3 9.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 12.2 0.1 0.0 0.6 0.4 0.4 0.5 Delay (s) 60.8 43.7 43.5 7.1 7.5 5.6 9.6 Level of Service E D D A A A A Approach Delay (s) 54.8 43.5 7.5 9.5 Approach LOS D D A A Intersection Summary HCM Average Control Delay 11.5 HCM Level of Service B HCM Volume to Capacity ratio 0.55 Actuated Cycle length (s) 120.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 61.9% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group Collins Aveune at 183rd Street Driveway Analysis April 2011 Synchro 7 - Report HCM Unsignalized Intersection Capacity Analysis Future Condition - Saturday 2: Trump Towers Driveway & Collins Avenue AM Peak Hour of ..... f ~ \. + MovemBnt WBl WBR ~BT NBR SBl SBT lane Configurations 7' ttft ~ ttt Volume (veh/h) 0 40 1456 20 59 1633 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Hourly now rate (vph) 0 43 1549 21 63 1737 Pedestrians lane Width (ft) Walking Speed (ftIs) Percent Blockage Right turn nare (veh) Median tYPB None None Median storage veh) Upstream signal (ft) 420 pX, platoon unblocked 0.84 vC, connicting volume 2264 527 1570 vC1, stage 1 cont vol vC2, stage 2 cont vol vCu, unblocked vol 1832 527 1570 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 pO queue tree % 100 92 85 cM capacity (veh/h) 49 501 421 Direction, lane # WB1 NB 1 NB2 NB3 SB 1 SB2 SB3 SB4 Volume Total 43 620 620 331 63 579 579 579 Volume left 0 0 0 0 63 0 0 0 Volume Right 43 0 0 21 0 0 0 0 cSH 501 1700 1700 1700 421 1700 1700 1700 Volume to Capacity 0.08 0.36 0.36 0.19 0.15 0.34 0.34 0.34 Queue length 95th (ft) 7 0 0 0 13 0 0 0 Control Delay (s) 12.9 0.0 0.0 0.0 15.0 0.0 0.0 0.0 lane 109 B C Approach Delay (s) 12.9 0.0 0.5 Approach LOS B Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 38.6% ICU level of Service A Analysis Period {minI 15 Collins Aveune at 183rd Street Driveway Analysis April 2011 Synchro 7 - Report HCM Signalized Intersection Capacity Analysis Future Condition - Saturday 1: 183rd Street & Collins Avenue PM Peak Hour ,1 -+ .. ~ +- '- ~ t ~ '-. + .; Movement EBl EBT EBR WBl W"Bf WBR NBl NBT NBR SBl SBT SBR lane Configurations 4' 7' ~ " ttft " ttft Volume (vph) 164 0 95 3 1 1 130 1762 3 23 1747 93 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 3.0 5.0 3.0 5.0 Lane UtiI. Factor 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Frt 1.00 0.85 0.97 1.00 1.00 1.00 0.99 Fit Protected 0.95 1.00 0.97 0.95 1.00 0.95 1.00 Said. Flow (prot) 1787 1599 1795 1787 5134 1787 5099 Fit Permitted 0.75 1.00 0.88 0.07 1.00 0.09 1.00 Satd. Flow (perm) 1419 1599 1620 135 5134 170 5099 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1.00 Adj. Flow (vph) 173 0 100 3 1 1 137 1855 3 24 1839 93 RTOR Reduction (vph) 0 0 84 0 1 0 0 0 0 0 4 0 Lane Group Flow (vph) 0 173 16 0 4 0 137 1858 0 24 1928 0 Heavy Vehicles (%) 1% 1% 1% 0% 0% 0% 1% 1% 1% 1% 1% 1% Turn Type Perm Perm Perm pm+pt pm+pt Protected Phases 8 4 1 6 5 2 Permitted Phases 8 8 4 6 2 Actuated Green, G (s) 19.5 19.5 19.5 90.5 82.6 84.1 79.2 Effective Green, g (s) 19.5 19.5 19.5 90.5 82.6 84.1 79.2 Actuated glC Ratio 0.16 0.16 0.16 0.75 0.69 0.70 0.66 Clearance Time (s) 5.0 5.0 5.0 3.0 5.0 3.0 5.0 Vehicle Extension (s) 2.5 2.5 2.5 2.0 1.0 5.0 1.0 Lane Grp Cap (vph) 231 260 263 216 3534 185 3365 vis Ratio Prot cO.04 0.36 0.01 0.38 vis Ratio Perm cO.12 0.01 0.00 cO.43 0.09 vie Ratio 0.75 0.06 0.02 0.63 0.53 0.13 0.57 Uniform Delay, d1 47.9 42.5 42.2 13.0 9.1 6.4 11.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 11.9 0.1 0.0 4.4 0.6 0.7 0.7 Delay (s) 59.8 42.6 42.2 17.4 9.7 7.1 11.9 Level of Service E D D B A A B Approach Delay (s) 53.5 42.2 10.2 11.8 Approach LOS D D B B Intersection Summary HCM Average Control Delay 13.8 HCM Level of Service B HCM Volume to Capacity ratio 0.64 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 68.3% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Collins Aveune al 183rd Street Driveway Analysis April 2011 Synchro 7 - Report HCM Unsignalized Intersection Capacity Analysis Future Condition - Saturday 2: Trump Towers Driveway & Collins Avenue PM Peak Hour . ~ t ~ \. ~ Movement WBL WBR NBT NBR SBL SBT Lane Configurations 7' ttt. 'I ttt Volume (veh/h) 0 49 1789 16 61 1766 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Hourly flow rate (vph) 0 52 1903 17 65 1879 Pedestrians Lane Width (ft) Walking Speed (ftIs) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 420 pX, platoon unblocked 0.80 vC, conflicting volume 2668 643 1920 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2202 643 1920 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 pO queue free % 100 88 79 cM capacity (veh/h) 25 421 312 Direction, Lane # WB1 fJB 1 NB2 NB3 SB 1 SB2 SB3 SB4 Volume Total 52 761 761 398 65 626 626 626 Volume Left 0 0 0 0 65 0 0 0 Volume Right 52 0 0 17 0 0 0 0 cSH 421 1700 1700 1700 312 1700 1700 1700 Volume to Capacity 0.12 0.45 0.45 0.23 0.21 0.37 0.37 0.37 Queue Length 95th (ft) 11 0 0 0 19 0 0 0 Control Delay (s) 14.8 0.0 0.0 0.0 19.5 0.0 0.0 0.0 Lane LOS B C Approach Delay (s) 14.8 0.0 0.7 Approach LOS B Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 45.0% ICU Level of Service A Analysis Period (min) 15 Collins Aveune at 183rd Street Driveway Analysis April 2011 Synchro 7 - Report