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HomeMy WebLinkAboutAttachment B ~__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 / I83,d Street Driveway Modification Analysis; Sunny Isles Beach, Florida Dear Mr. Vera: Kimley-Horn and Associates, Inc. is pleased to submit this driveway modification analysis associated with the intersection of Collins Avenue and 183rd 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-inJright-out driveway on Collins Avenue, directly south of 183'd 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 I 83,d Street. Following is a discussion on our analysis and conclusions. Background Information It is our understanding that the City is considering modifying the eXlstmg 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 A venue, directly south of 183'd Street to accommodate ingress vehicles that would previously use the driveway on I 83rd Street. Existing and future level of service were analyzed at the intersection of Collins Avenue and 183rd Street. Figure 1 provides the location of the study intersection. . Suite 200 1920 Wekiva Way West Palm Beach. Florida 33411 ~ Ii.... :~"; ~. I~~ .r-~.,:,~". -.. :,.,....,;-f . . ' ."4. '; -rJ"d . * on . .~ . .~,,~~. ... ;jJ l' " or; .. . .," , .~. .j . oj.... ....- ",.' ... ."'. -~ !:"' iF ,r"" Fl Kimley-Horn and Associates. Inc, Cl1011 KIMlfY.HOlIN ANOASSOOATES,INC. 1910 w.k". w'VSu~. 200, West p,lm B..,~ ~orid. Phone:S61.B41-066S fn S61.B6J.817S www.kimley-horn.com U. (0000696 DATE: 04-25-2011 PROJECT #: 144333004 LOCATION MAP COLLINS AVENUE AT 183RD STREET DRIVEWAY CLOSURE SUNNY ISLES BEACH, FLORIDA FIGURE 1 ~__n Kimley-Horn ~ U and Associates, Inc. Mr. Jorge Vera, April 25, 2011, Page 3 Data Collection Turning movement counts were collected at the intersections of Collins A venue at 183'd Street and 183'd 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, 20 II 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 I :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 183'd Street, the ingress vehicles utilizing the driveway were redistributed to the proposed right-in/right-out driveway on Collins Avenue. The turning movement percentages at the intersection of Collins Avenue and 183'd 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 ,d Street. Volume summary figures are provided in the Appendix. Level of Service Analysis at Collins Avenue & 18~d Street Existing and future level of service at the intersection of Collins Avenue and 183'd 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 / southbound splits were not changed. The future conditions analysis reflects the proposed geometry and phasing changes. TABLE 1 COLLINS AVENUE AT 183RD STREET INTERSECTION CAPACITY ANAL YSIS SUMMARY Exlstlnll Conditions Future Conditions Analysis Period Intersection Intersection V/C Intersection Intersection V/C Auuroach Delav (secl LOS Ratio Delav (secl LOS Ratio Weekday AM Peak Hour 18.4 B 0.67 17.7 B 0.62 Eastbound Approach 57.8 E O,B8 54,3 D 0,79 Westbound App,oach 36.3 D 0,01 60.3 E 0,10 No'thbound App,oach 11.8 B 0.62 11.5 B 0.61 Southbound App,oach 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 App,oach 49,8 D 0.01 77,9 E 0,19 No,thbound App,oach 16.5 B 0.88 14,8 B 0,75 Southbound Approach 15.3 B 0,65 16.4 B 0.67 Saturday AM Peak Hour 13.6 B 058 13.3 B 0.S2 Eastbound Approach 54.1 0 0.78 55.5 E 0,72 Westbound Approach 40.5 D 0,02 64.2 E 0,29 No,thbound Approach 8,8 A 0.51 8,5 A 0,51 Southbound Approach 11.2 8 0,51 10,8 8 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 App,oach 13,2 B 0.59 13.2 B 0.59 Note: The future conditions analysis reflects the proposed geometry ond 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 driveway on 183'd Street. Summary Based on the analysis, the intersection of Collins Avenue and 183'd Street will operate at the existing level of service, or better, with the driveway modification on 183'd Street. The geometry changes for the eastbound approach at Collins Avenue and 183'd Street will require a four section signal head for the inside lane. ~=~ Kimley-Horn and Associates, Inc. Mr, Jo'ge Vera, April 25, 20 II, 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:IWPB_TPTO\1443114433JOO4 J83rd CountslSumm.ry Le"er042Sll.doc Type of peak hour being reported: Intersection Peak LOCATION: Collins Ave -- 183rd Sl CITY/STATE: Sunnv Isles, FL Method for determining peak hour: Tolal Entering Volume QC JOB #: 10572101 DATE: 3/24/2011 181981721 11~51680 ~ L ~.. . ~ 188 + 242 .J to 2 + 4 EJl · ~ + 08 384 . 141 '\ I" 2. 3 1;1:5~' 1842E}547 Peak-Hour: 8:15 AM -- 9:15 AM Peak 15.Min: 8:15 AM n 8:30 AM 1.7 3.0 0.0 L . ~ 43 +1.7.J ~ to 00+ 00 oo.~+oo 23 ~... .' ,.I"F 00 12; 1.7 0:1 3,1 ~5; a: Quality Counts - I' .., 1 1 . 11 -';' - , ~ I' ,I .-', . ,", .f-...... I , ,," .:0"1.1.::; i (,.... ;.tJ....F '; . 3.0 1.7 ~.:.L 38 t~t 69 I~' ~4J J ~ lL +- ~: : ~L : :<6>: : -l: : :t ~.. ~L -.J ~.. ~L . --.. . .J~t. ~ i 1 nr-- .J [e] t. . ... + . !III! + '\ I" '\ I" I'" . ,., I'" . ,., 15-Min Count Collins Ave Collins Ave 183rd St 183rd St Period (Northbound! (Southbound) (Eastbound! (Westbound! Total Hourly Beginning At Left Thru Riaht U Left Thru Riaht U Left Th,u Riaht U Left Thru Riahl U Tolals 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 1..;t8'1Ii'AM:'k "~'J""" . n' .- ,1 ... 0 .t.;!'421~diR3zi ;::~1?~ 1;'Q6~~'~:"::.. ;;"14:~~~~4 y;:: - . . n. 'OF,: 0 Z'" ",,(1:,," ..1 r. 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 10:15 AM 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 11:45 AM 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 Riahl U Left Thru Rlahl U Left Thru Riahl U Left Thru Rlnhl U All Vehicles 144 1380 0 4 0 1684 252 48 384 4 164 0 0 0 0 0 4064 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 Stopped Buses Comments: Report generated on 4/12/2011 7:43 AM SOURCE: Quality Counls, LLC (http://www.qualilycounts,nel) 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 #: 10572104 DATE: 3/24/2011 21628254 1,:6 1973 ~ L ~.... ~ 260 .215 .J t. 3. 5 ~O + ~. O~ 311 + 96 ~ r 2 + 4 11~2~3 :, 21048144 Peak-Hour: 5:30 PM u 6:30 PM Peak 15-Min: 5:30 PM -- 5:45 PM 1.1 0.6 0.0 L . ~ 04 . 1 9 .J ~ t. 0.0. 00 o 0 + ....... 00 16.10~ ,'roo+oo I"' · ,., 10.8 1.0 oiO I 0.6 1.0 0.5 ~O; ex Quality Counts "I" _,I 11",1' ,~- 'PI" , .." . , _-1," '.. .\., '. -"I, L~_'_ iLl', :: cl' ',.'1':,., ~.:.L 67 t~t 38 1+:+' ~Hn ~ +- ~: : ~L : :~: : -l= : :~ ~... ~L ~ ~... ~L . -. . .J~t. ~ Hn~ .J ~t. . ... . + ~~. '\ r '\ r I"' . ,., I"' . ,., 15.Min Count Collins Ave Collins Ave 183rd St 183rd St Period (Northbound) (Southboundl (Eastbound) (Westbound) Total Hourly Beginning At Left Thru Rlaht U Left Thru Riaht U Left Thru Rlaht U Left Thru Rlaht U Totals 1:00PM 26 371 0 4 0 402 24 3 36 0 25 0 0 0 1 0 892 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 5:15PM 23 517 1 8 0 439 36 4 62 0 34 0 0 0 1 0 1125 4542 I'lli.:>.n PIoA 23 524 .1 9 ,0 404 . liO" -~B "/iA" , " :n '30 n '0 2 n" 1202 4592 I 5:45 PM 20 472 1 11 0 470 41 5 53 0 28 0 1 0 1 0 1103 4585 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 Th,u Rlnht U Left Thru Rlnht U Left Th,u Rlaht U Left Thru Rinht U All Vehicles 92 2096 4 36 0 1976 236 24 216 0 120 0 0 0 8 0 4808 Heavy T ,ucks 0 24 0 0 16 0 0 0 4 0 0 0 44 Pedestrians 48 40 56 48 192 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 (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 #: 10572107 DATE: 3/24/2011 176B1863 I: 1647 ~L __J., . '- 163 . 182 " to 1 + 1 EJ 0 . I 0.90 I + 0 El 263 . 81 ~ r 0 . 2 11:1:2:1 175481753 ~.:.L 85 t~t 66 I~I ~~ . ,-L :~: ---1' · 'r- Peak-Hour: 7:00 PM -- 8:00 PM Peak 15-Min: 7:00 PM --7:15 PM a: Quality Counts - r,i',II', f'O)C! - :\ ~ It: : '.\ ,.', i ,1'1..;' ,,'"1'. .;...1....1. :--, - . .. . .. . - ,. ~ ~ 0,9 0.9 0.0 L . '- 06 +22" ~ to 00+ 00 00 . ~. 00 15~.. . ,.rF 00 I 0: 0.8 0.0 I 0,8 0,7 0.8 ~~ ~41H lL 4t- ~: : :L : :~: : 1: : :'t .-J ---. ~ ~~ . ,-L : rel: ---1' · "I I1rr~ 15-Min Count Collins Ave Collins Ave 183rd St 183rd St Period (Northbound) (Southbound) (Eastbound) (Westbound) Hourly Beginning At Left Thru Rloht U Left Thru RJiiht U Lell Thru Rlaht U Left Th,u Rlaht U Total Totals Fa71.00'P.M" s.I3__471~n)'l"" '~,,? ~0~47n~2ma";''):7.'''I' "4o~ '_1R!rB!\n~ _n=n'llllialn_n. .1056_...ut: 7:15 PM 16 418 0 6 0 414 23 4 52 0 20 0 0 0 0 0 953 7:30 PM 22 406 0 3 0 394 28 9 39 0 21 0 0 0 0 0 922 7:45 PM 23 357 1 9 1 369 18 8 42 0 22 0 0 0 1 0 851 3782 Peak 15-Min Flowrates All vehicles Heavy Trueks Pedest,ians Bicycles Railroad StoDDed Buses Comments: Northbound Left Thru Rlaht U 52 1884 0 32 o 12 0 76 o 0 0 Report generated on 4/12/2011 7:43 AM Southbound Left Th,u RT<iht U o 1880 80 28 080 12 020 Eastbound Westbound Total Left Thru Riaht U Left Thru Riaht 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 (http://www.qualitycounts.net) Type of peak hour being reported: Inlersection 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 1814B1744 11~91683 ~L ~.. . ~ 202.254.1 \. 3.5 80 . ~. o~ .n 4,; ,;, :~ ' 168381590 Peak-Hour: 8:15 AM -- 9:15 AM Peak 15.Min: 8:15 AM -- 8:30 AM 2,6 ~5;2.4 2.0 ~L Ct Quality Counts 'I ' I I' ,,- , 'I' , - '. . , ".,1 -j- _\ I.; '," 1"-'-' ; i ':.p, ::':1,','1>::.-, . 4,5 . 1.6 .I ~'." . \. 0.0. 0.0 0,0. ....'. 0,0 , 2.4~" ~ ~p 0,0 12; 2.1 0.01 2.5 2.1 ~.:..L 53 t~t122 I~I ~.Jln ~ 4- ~: : :L : :<6>: : 1: : :'t ~.. . ~L :~: -1' · "I --.J' ~ ~ Hnr-- ~.. . ~L :~]: "\ I' I" · ~I 15.Mln Count Collins Ave Collins Ave 183rd St 183rd St Period {Northboundl {Southboundl (Eastbound) (Westboundl Total Hourly Beginning At Left Thru Rinht U Left Thru Rklht U Left Thru Rlcht U Left Thru Rlcht U Totals 7:00 AM 7 166 0 6 0 161 10 0 9 0 3 0 0 0 1 0 363 7:15 AM 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 iA,~!\TlllA;';;;; '(""301'."337: -1 ,Q;~ - .~. O' - 416'57' , 1 ' 92 -0 57, 0 ,,,","0 ,. ~Oj: _:-"fT.,,,.'>'iOi'Ja ~100.1.;,w; iMi3182r.. 8:30 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 0 982 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 11:00AM 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 11:45 AM 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 15.Mln Northbound Southbound Eastbound Westbound Total Flowrates Left Th,u Rlcht U Left Th,u Rleht U Left Th,u Rleht U Left Thru Rleht U All Vehicles 120 1348 4 36 0 1664 228 4 368 0 228 0 0 0 4 0 4004 Heavy Trucks 4 32 0 0 24 8 4 0 4 0 0 0 76 Pedestrians 96 16 16 136 264 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stoooed Buses Commen{s: Report generated on 4/12/2011 7:43 AM SOURCE: Quality Counts, llC (hllp:/lwww.qualitycounts.net) Type of peak hour being reported: Intersection Peak LOCATION: Collins Ave -- 183rd Sl CITY/STATE: Sunnv Isles, FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572105 DATE: 3/25/2011 21858387 11:22007 ~L ~., . ~ 268 .. 246 .J to 6. 10 80 + ~4o 2~ '" ~~l; ,~ro : ~ ' 2168257 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 a: Quality Counts 'I' 'l'l'r,':-l. f ",' " '-",' ", I, . ,I, ~\ '. . . ,~ " (-:).I.t.. i ':)~" ,tl' ....1'. :: . . 00 .08 .J ~ to 00. 0.0 00 + ~ . 00 05 +00" I' 00+ 00 ~ t '"I 10; 1.2 0,01 0.8 1.2 ~.:.L 46 t <&> t 81 I~I ~HH ~ +- ~: : ~L : :~: : o "VI' 0 I~ : :1 ~., ~L .-J' ~., ~L . --.. . .J~to ~ I1rr~ .J reJ to . AlII · + ~~4o " I' " I' I~ t '"I I~ t '"I 15-Mln Count Collins Aven Collins Ave 1e3rd St 183,d St Period (Northbound (Southbound) (Eastbound\ (Westbound) Total Hou,ly Beginning At Left Th,u Rlaht U Left Thru Rlaht U Left Thru Rlaht U Left Thru Rlaht U Totals 1 :00 PM 19 377 0 15 0 437 34 10 61 0 31 0 0 0 0 0 984 1:15 PM 18 436 1 8 1 467 29 6 52 0 34 0 0 0 0 0 1052 1 :30 PM 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 4:15PM 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 1178 4663 r 0:00 PM' '34L,550 . n, 4' 0'. 502 39 '4.~ 75 O. ~' O. 1. O. '2,~n"" ;r,1245~ ",,4753'" 5:15PM 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-M!n Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Rlnht U Left Th,u Rlnht U Left Thru Rlnht U Left Th,u Rlnht U All Vehicles 136 2200 0 16 0 2008 156 16 300 0 136 0 4 0 8 0 4980 Heavy T rueks 0 '" 8 0 0 12 0 4 0 0 0 0 0 24 Pedestrians 64 4 24 44 136 Bicycles 0 2 0 0 0 0 0 0 0 0 0 0 2 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 Method for determining peak hour: Total Entering Volume QC JOB #: 10572108 DATE: 3/25/2011 191181761 I: 1776 ~L ~.. . ~ 156 .173 " t.. 1. 2 ~ 1 . I 0.941. 0 ~ "'1; ':n:~ · 191B1673 ~.:.L 134t~t 97 I~I ~.. . ~L ;~: '\~I' I~ . ~I Peak-Hour: 7:00 PM -- 8:00 PM Peak 15-Min: 7:15 PM -- 7:30 PM 0.6 ~~0.6 0.6 ~L a: Quality Counts -I~" II' I'....n ~ . - I' , .. . ,..' . 'r..... ~ -, . ~ -', ({IJ;-.{ i':)'. :-tl.....I(::-, . 06.06" ~ t.. 00.00 00 . ~. 0.0 01 ~~ . ~I'r 00 I 0: 0.6 0.0 I 0,6 0.6 ~Hn lL +- ~: : :L : ;~: : 0'\ "71' 0 I: : :1 ~ ---. ~ ~.. . ~L ;~~1: -4' · 'r- 11n~ 15-M!n Count Collins Ave Collins Ave 183rd St 183rd St Pe,lod (Northbound) /Southboundl (Eastboundl (Westbound) Total Hourly Beginning At Left Thru Rlaht U Left Th,u Rlahl U Lefl Thru Rlaht U Left Thru Rlaht U Totals 7:00 PM 13 439 0 10 0 439 37 10 56 0 20 0 0 0 1 0 1025 :':.Ij:.1!i'I!U. ',%:'\fl"n1It~101.'ii m;Jn~4 !l'Rl ==,371 7....n"'." "1'j(0.e':~'(.to~n~nIlll101029~ ~~ 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 Flowfates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stoooed Buses Comments: Northbound Left Thru Rlaht U 68 1680 0 40 o 24 0 72 010 Report generated on 4/12/2011 7:43 AM Southbound Left Th,u Rlaht U o 1932 100 40 o 24 0 24 010 Eastbound Westbound Total Left Th,u Rlaht U Left Thru Rlcht 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 (hUp:/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 #: 10572103 DATE: 4/2/2011 169B1637 I: 1581:OL ~.. . '" 176 . 177 .J to 1. 7 ~1 . ~. 2EJ "'4; .:,:~ · 170781543 Peak-Hour: 12:00 PM --1:00 PM Peak 15-Min: 12:45 PM ..1:00 PM 1.5 1.10.oL . '" 06.23.J ~ to 00.00 00 . ~. 00 189"' . ,.4"r 00 10: 1,5 0.01 1.1 ~0 a: Quality Counts -1',"11 p"n-' .'1 I ,.. . . . . . to, ~~ ., ...,' C:I_I.~.l i '>.1', tl''''''1-: ~-, 1,1 1.4 ~.:.L 28 t~t 37 I~I ~.Jln lL 4- ~: : ~L : :~: : o '\ "'7' 4" 1 I~ : :1 ~.. ,"L .-J ~.. ,"L . -. . .J~to ~ Hrrr-- .J rel to . ... . . !III! · '\ 4" '\ 4" I"' . "1 I"' . "1 15-Mln Count Collins Ave Collins Ave 183rd St 183rd St Period (Northboundl (Southboundl (Eastbound I (Westboundl Total Hourly Beginning At Left Thru Rlaht U Left Thru Rlaht U Left Thru Rlaht U Left Thru Rlaht 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 11:30 AM 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 pM. ~ "11-",.A12" ...? R =_.1 .41n _ 24", 2$-;;: """0" 0~'~.n,17~ O' :0' c >. 0 0.' -",0 ..,,'.-I<rr~ Y,,,935M ~~"2R. 1 Peak 15.Mln Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Rlaht u Left Th,u Rlaht U Left Thru Rlnht U Left Thru Rlaht 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 Pedestrians 20 20 28 40 108 Bicycles 0 6 0 0 1 0 0 0 0 0 0 0 7 Railroed Stopped Buses Comments: Report generated on 4/12/2011 7:43 AM SOURCE: Quality Counts, LLC (hllp:/Iwww,qualitycounls,net) Type of peak hour being reported: Intersection Peak LOCATION: Collins Ave.- 183rd St CITY/STATE: Sunnv Isles, FL 183sB1904 I: 1717 ~L ___J..1 . ~ 191 . 178 .I t. 1. 3 ~o . 10.951. o~ ~4,;,,: :'~ ' 184781827 ~.:.L 58 t~t 32 I~I ~~ . ~L '~~: -1' · -'I 15-Mln Count Period Beginning At 1 :00 PM 1:15 PM 1:30PM 1:45 PM 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 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM I 6'~PM 6:45 PM Peak 150Mln Flowrates All Vehicles Heavy Trucks Pedestrians Bigycles Railroad Stopoed Buses Comments: Collins Ave fNorthbound) Th,u Richt 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 12 437 n 6 427 1 4 Northbound Thru Rloht U 1748 0 24 12 0 20 2 0 Len 16 18 22 14 21 19 24 16 20 12 18 10 16 16 23 22 20 19 23 22 20 29 27 20 Len 108 o o Report generated on 4/12/2011 7:43 AM Method for delermining peak hour: Total Entering 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;J\r-1rp ~r~4-H : --.\-,', C' 141.:-.t i '::....~ ::'1;-1','/1.:.::. ~HH ~ ---. ~ Collins Ave (Southbound) Left Thru Richt U o 425 25 9 o 420 28 9 o 364 29 8 o 416 18 6 o 405 29 6 2 429 16 3 o 366 28 8 1 393 24 8 o 394 25 6 o 416 28 3 o 357 23 8 1 428 22 6 o 391 28 6 o 438 26 3 o 381 23 9 o 433 26 5 2 389 23 12 1 412 29 9 1 395 24 4 o 438 29 9 o 362 21 4 o 420 26 4 . n 475 ~ 71 4 o 460 27 11 Southbound Left Thru Rloht U o 1900 84 16 080 32 000 Left 46 36 43 34 53 31 46 38 46 30 55 42 46 34 39 40 51 43 44 57 36 54 ;342 " 46 ~ or i 1 rr~ Len 168 o 183rd St (Eastbound) Thru Richt 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 "n~ ...;r2S' 0... o 29 0 Eastbound Thru Rioht U o 104 0 o 0 84 o 0 o 0.6 0.6 0'0 L . ~ 00 .06.1 ~ t. 00.00 00 . ~. 00 04 ~.. . ,.t'F 00 I 0: 0.6 0..0 I 06 0.6 0.6 ~o~ ~: : ~L : ~~: : o ",VI" 0 I: : :1 ~~ . ~L ~r~~: -1' · -'I 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 5t (Westbound) Th,u Rloht 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 "0 "'BiO:.., li1038'l'~ ~3Q40' I' o 0 0 1027 3944 Westbound Th,u Rloht U o 0 0 o 0 20 o Tolal Hourly Totals Tolal Left o o 4152 20 156 2 o o SOURCE: Quality Counts. LLC (hllp:/Iwww,qualilycounls,nelj 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 179781616 11:2166~ :L ___J., . ~ 171 . 191 .J to 1. 5 ~ 1 . 10.951. 1 ~ 306. 114 '\ r 3. 6 11:1:0~1 162281709 ~.:.L 61 t <l> t 92 I~I ~~ . ~L =~: '\~r I~ t ~I Peak-Hour: 7:00 PM .- 8:00 PM Peak 15-Min: 7:15 PM .. 7:30 PM 0.5 ~1; 0.7 0.5~L CI Quality Counts 'I "11'1'1--':"1-'-" ' .-.".. '., .' -I,..... .. .\,.. r:-~._I_I.':-., i (.j...... ::i:.h ''''1.: ::", . 06 .00.J ~ to 00. 00 oo.~. 00 00 ~~ t ~r~ 00 I 0: 0.6 0.0 I 0.4 0.6 ~.Jln ~ +- ~: : ~L : =~: : o '\v,. 0 I: : :1 --.Jo -. ~ ~~ . ~L = re]: l' · "I ~IH~ 15-Min Count Collins Ave Collins Ave 183rd Sl 183rd St Pe,lod (Northbound) (Southbound) (Eastbound) (Westbound) Beginning At Left Th,u Rinht U Left Thru Riaht U Left Thru Riaht U Left Thru Riaht 7:00 PM 18 400 1 14 1 382 29 3 56 0 35 0 1 1 0 ..il7:Mi:p,uIII a;1dJl!lli[.42Q~nl<i_~ mr;1J111f4ll7_29~RlR !!!I'do_n_'7~0'lJ! ;5!!E.l~~ 7:30 PM 18 402 0 10' 0 413 22 10 55 1 27 ,0 0 0 0 7:45 PM 21 369 1 10 1 424 22 5 40 0 24 ,0 1 0 1 Peak 15-Mln Flowrates AlfVehlcles Heavy Trucks Pedestrians Bicycles Railroad Stoooed Buses Comments: Northbound Left Thru Rloht U 44 1716 0 20 o 0 0 104 000 Report generated on 4(12(2011 7:43 AM Total Hourly Totals U o 942 ._QQR_~ o 958 o 919 3817 Southbound Left Thru Rioht U 4 1788 116 32 o 12 4 20 000 Eastbound Westbound Total Left Thru Rioht U Left Thru Rioht U 160 0 108 0 4 0 0 0 3992 0 0 0 0 0 0 16 112 116 352 0 0 0 0 0 0 0 SOURCE: Quality Counts. LLC (hllp:/fwww,qualitycounts.nel) Type or peak hour being reported: Interseclion Peak LOCATION: Dwy 1 -- 183rd St CITY/STATE: Sunny Isles, FL Method ror determining peak hour: Total Entering Volume QC JOB #: 10572110 DATE: 3/24/2011 12B 7 I: 2 ~L ___L.. . ~ 281 . 1 ~ t. 6. 281 ~ 407. ~ . 271 EJ m~~t~;~'" 25~36 Peak.Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:15 AM -- 8:30 AM a: Qu,~~:i~\~~~n.;t~ ~.:.L 11 t<g>t 3 I~I ~~ L +r ~~ . ~L ;~: ~'71' I~ . ~I ~ .. I +r-- 15.Mln Counl Dwy 1 Dwy 1 183rd St Period rNorthboundl {Southboundl (Eastboundl Beginning At Left Thru Riahl U Left Thru Rloht U Left Thru Riohl U Left 7:00 AM 1 0 0 0 1 0 0 0 1 11 0 0 0 7:15 AM 0 0 2 0 0 0 1 0 0 15 4 0 5 7:30 AM 2' 0 4 0 0 1 0 0 1 38 4 0 2 7:45 AM 0 0 8 0 0 0 1 0 0 68 1 0 1 8:00AM 0 0 5 0 0 2 1 0 0 85 8 0 2 (,"8':15'AM!!,,'i ,_:~n~)'ln"~&13"t""i! ~ ~0f::;:i'0"O';l,:;7"d;"'2.n;ca:: mf BO~124~6!b.'!i:";O;:'1 ",,'n' 8:30 AM 0 0 10 0 0 0 6 0 1 130 4 0 1 8:45 AM 1 1 6 0 2 0 3 0 0 55 3 0 3 9:00 AM 2 1 12 0 2 0 1 0 2 31 1 0 4 9:15 AM 1 1 5 0 2 0 0 0 2 31 6 0 5 9:30 AM 2 0 10 0 6 0 3 0 0 37 5 0 3 9:45 AM 1 0 7 0 0 2 4 0 2 47 6 0 3 10:00 AM 1 2 5 0 3 0 1 0 1 63 7 0 0 10:15 AM 1 0 12 0 2 2 2 0 1 48 2 0 8 10:30 AM 0 0 10 0 3 0 1 0 1 58 2 0 3 10:45 AM 1 0 8 0 1 0 1 0 3 51 5 0 1 11:00 AM 0 1 9 0 0 0 1 0 1 52 1 0 6 11: 15 AM 1 0 14 0 0 0 0 0 0 65 5 0 8 11 :30 AM 2 0 14 0 1 0 0 0 0 56 7 0 5 11 :45 AM 2 0 20 0 0 0 1 0 1 52 9 0 6 12:00 PM 1 0 11 0 1 0 0 0 0 75 5 0 6 12:15 PM 0 0 18 0 1 0 0 0 0 37 7 0 8 12:30 PM 2 0 18 0 0 1 0 0 0 59 8 0 12 12:45 PM 3 0 16 0 0 0 0 0 0 47 0 0 7 Peak 15.Mln Northbound Southbound Easlbound Flowrales Left Thru Rlohl U Left Thru Rlchl U Left Thru Rlchl U Left All Vehicles 0 0 52 0 0 0 8 0 0 496 24 0 0 Heavy Trucks 0 0 0 0 0 0 0 12 0 0 Pedestria'ns 40 28 8 Bicyeles 0 0 0 0 0 0 0 0 0 0 Rail,oad Sloooed Buses Comments: Just count lurns in/out of Dwy, Also count any vehicles "culling across" to Publix on north. 14.3 0.0 0.0 L . ~ 32 .00 ~ ~t. 16.7.36 20. ....~ . 33 19.00~ . 1'00.18 1-- · ~I I 0: 0.0 0.0 I 0.0 0.0 0.0 ~O; ~: : ~L : ;~: : -l: : :'t ~~ . ~L ; r~~l: l' · '[- 183rd St {Westboundl Th,u Rlohl U 14 1 0 29 30 0 0 57 49 1 0 102 60 4 0 143 331 85 0 0 188 490 10o~1Jlti;;'J01!:i (;Ii246'E'.. 'ii<''l:679 ~ 26 1 0 179 756 37 1 0 112 725 25 2 0 83 620 18 3 0 74 448 26 2 0 94 363 29 1 0 102 353 29 5 0 117 387 31 0 0 109 422 36 1 0 115 443 33 0 0 104 445 39 2 0 112 440 30 0 0 123 454 40 0 0 125 464 44 0 0 135 495 31 0 0 130 513 35 2 0 108 498 40 0 0 140 513 30 0 0 103 481 Weslbound Th,u Rlchl U 400 4 0 8 0 o o Tolal Hou,ly Totals Tolal o 984 20 76 o 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 183 --- ~: : ~ L 182 . 1 oJ t. 3 . 200 ~ 359. ~ . 176 ~ ~~t : ;F'" 53896 Method for determining peak hour: Total Entering Volume QC JOB #: 10572113 DATE: 3/24/2011 Peak-Hour: 3:00 PM -- 4:00 PM Peak 15-Min: 3:00 PM -- 3:15 PM a: Quality Counts 'I. "',II' r-'~'" - . .1. - I '-".,' . . -j-,." '.. ..,., ((..IR! I i (), ::1:1,'0'1'::. 150Min Count Period Beginning At Left 1:00 PM 2 1:15 PM 2 1:30 PM 0 1:45PM 1 2:00 PM 2 2:15 PM 4 2:30 PM 2 2:45 PM 1 ~ -;:::~:M- pu',,;: '~..-~! 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4 :30 PM 4:45 PM 5:00 PM 5:15PM 5:30 PM 5:45 PM 6:00 PM 6:15PM 6:30 PM 6:45 PM Peak 15.Mln Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Slopped Buses Comments: Just count turns in/out of Dwy, Also count any vehicles "culling across" to Publlx on north. ~.:.L 10 t <9 t 24 I~I ~.r ~~ . ~L :~: '\'7r I~ . ~I ~ -.. I o 1 1 2 o 1 4 1 o 3 o o o 1 o Dwy 1 Dwy 1 (Northbound) (Soulhbou nd) Th,u Rinht U Left Th,u Rinht U o 17 0 0 0 0 0 o 18 0 0 0 0 0 o 21 0 0 0 0 0 o 14 0 1 0 0 0 o 19 0 1 0 1 0 o 14 0 0 0 0 0 o 13 0 1 0 0 0 o 14 0 2 0 0 0 O-'~::N..1Q:_: 'jn:"~ :t::;n'"' c'o:,::-,>,!-~nt: ,;>__,"n~ o 20 0 0 0 0 0 o 30 0 0 0 0 0 o 22 0 1 0 0 0 o 19 0 1 0 0 0 o 14 0 0 0 0 0 o 26 0 0 0 1 0 o 15 0 0 0 0 0 o 21 0 1 0 0 0 o 19 0 2 0 0 0 o 17 0 1 0 0 0 o 23 0 0 0 0 0 0900000 o 18 0 0 0 0 0 o 13 0 0 0 0 0 o 10 0 0 0 0 0 Northbound Southbound Thru Rlaht U Left Th,u Rlahl U o 76 0 0 0 0 0 o 0 000 48 20 o 0 0 0 Left 12 o o o Report generated on 4/13/2011 7:35 AM L +- tr- 183rd Sl (Eastbound) Left Thru Rioht U Left o 44 5 0 4 o 47 5 0 5 o 61 2 0 5 o 86 8 0 2 o 76 6 0 2 o 50 6 0 5 o 50 7 0 4 o 54 5 0 11 ~in~102;;;'cJ><.An_~ -:n.'- ..-A' o 102 7 1 5 o 84 8 0 6 o 71 7 0 4 o 80 10 0 4 o 82 12 0 2 o 91 4 0 5 o 65 7 0 2 1 62 7 0 4 o 76 1 0 4 o 65 4 0 7 o 60 5 0 3 o 69 6 0 3 o 47 5 0 5 o 68 4 0 1 o 55 2 0 3 Easlbound Thru Riahl U 408 40 0 o 0 o o Left o o o o 0.0 0.0 0.0 L . ~ 33.00 oJ ~ t. 00.30 1'7.~. 3.4 18~~ . ~rF 13 I 0: 0.0 0.0 I 1.9 0.0 0.0 ~o; ~: : ~L : :~: : 0'\ Vr 1 I~ : :1 ~~ . ~L : r~~]: '\ r I~ . ~I Left 24 o 183rd Sl (Westboundl Thru Rinhl U 41 0 0 113 42 1 0 120 45 0 0 134 64 1 1 178 38 0 0 145 35 0 0 114 48 3 0 128 55 0 0 142 47-'~,'- _1::_~,;,,":,,~n~, ;~1t",188~: ,; 46 0 0 181 42 1 0 172 41 1 0 148 57 1 1 175 63 0 0 173 38 0 0 166 53 0 0 146 48 3 0 148 55 0 0 157 70 1 0 168 59 0 0 150 53 0 0 140 58 0 0 133 43 0 0 130 48 0 0 118 Weslbound Thru Riaht U 188 4 0 8 0 32 o Hourly Totals 545 577 571 565 529 :,.572.'1 639 683 689 676 668 662 660 633 617 619 623 615 591 553 521 Tolal 752 8 100 o SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Total o o 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 ac JOB #: 10572116 DATE: 3/24/2011 9 B 6 I~ 2 :L ~.. . ~ 151 + 1 .I \, 4 + 164 8 204" I 0.97 I + 143 ~ 221 .. 16 "\ r 17" 266 I~~~' ~.::.L 16 t<t>t 11 1+:+' ~.. . ~L :~: --4' · '[- 15-Min Count Period Beginning At 7:00 PM 7:15PM r'<7:30 PMit' 7:45 PM Dwy1 INorthbound) Left Th,u Right 5 0 13 o 0 15 .",1 ,:,:,...~1~; ~12'. 1 0 16 Peak-Hour: 7:00 PM -- 8:00 PM Peak 15-Min: 7:30 PM --7:45 PM a: Quality Counts -,", ,\ II' Il.-~ n. , -10" " ".' - . ," ." . d, .... '.'. ."\ ," -::CI_L:-.t i cr..... ;i:.l.....'I,~::", ~~ L +t- 22.2 0.0 10.0 0.0 3:'3L ~.. . ~ 00 + 00.1 ~ \, 00 + 00 05 .. ~+ 00 059" . ,.rF 1.1 I 0: 0.0 0.0 I 0.0 0.0 ~: : :L : :<6>: : ~= : :t- ~.. . ~L :~]: --4' · '[- u o o 183rd St (Westbound\ Left Thru Right U 3 31 0 0 110 2 36 0 0 112 1m ~~ddi-\:""':G.:ii1~OE SMa_ ~'ih'II 7 32 3 0 118 458 Jo .. I +[8 Total Hourly Totals U o o n . o Dwy 1 183rd St ISouthbound) (Eastboundl Left Th,u Right U Left Thru Right o 0 0 0 0 53 5 o 0 0 0 0 57 2 G~3~;:',~>;~~~1.t~n~ OdIUC"~ 3 1 1 0 0 48 6 o Peak 15.Mln Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 4 4 48 0 12 4 0 0 4 184 12 0 20 176 4 0 472 HeavyTrucks 0 0 0 8 0 0 0 0 0 0 0 0 8 Peifestrians~ 24 56 16 24 120 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Jusl'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 (hllp:llwww.qualitycounts.net) Type of peak hour being reported: Intersection Peak LOCATION: Dwy 1 -- 183rd 51 CITY/STATE: Sunny Isles, FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572111 DATE: 3/25/2011 9811 I: 0 ~L ~.. . ~ 267 . 2 .J t. 7. 275 8 444. El . 262 ~ 464 . 16 "\ I' 6 . 501 I~ : ;, 24855 Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-M!n: 8:15 AM eo 8:30 AM 0.0 ~ 0; 0.0 0.0 ~L a: Quality Counts 'I 1I'I",'r" 'I' , "', '..... '., .... r" .'" I .. 1_ I :..: i 0:) '... : t J. ....1. ~", . 41.00.J ~ t. 00.40 14 .~. 42 15~... t ,.I'F 14 I 0: 0.0 1: I 4.2 1.6 ~..:..L ot~t3 I~' ~~ L + ~: : :L : :~: : ~t : :'( ~.. . ~L :~: 'l~1' I'" t ,., Jo -v I +[8 ~.. . ~L : [el: ----l' · ", 15-Min Count Dwy1 Dwy1 183rd 5t 183rd St Period (Northbound) lSouthboundl lEastbound) lWestbound) Hourly Beginning At Left Thru R10ht U Left Th,u Rleht U Left Thru Rieht U Left Thru Rieht U Total Tetals 7:00 AM 1 0 3 0 0 0 0 0 0 11 0 0 3 15 0 0 33 7:15 AM 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 ^';iR~1~~AU~ f,~'\'~j;:~'~: o f,~:"15" ~O::, ;.,;.;:n'i?'~-""j01':;+''''~,<I':,-,,''xO-,,::I~'0~4?~Rt,":''t - '0 AA. . ;,1 E'0i&! f.!l253'~ .o:;;;'R721 8:30 AM' 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 9:15AM 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 Th,u Rleht U Left Th,u Rleht U Left Th,u Rlnht U Left Thru Rieht U All Vehicles 0 0 60 0 0 0 12 0 0 568 24 0 0 344 4 0 1012 Heavy Trucks 0 0 4 0 0 0 0 4 0 0 12 0 20 Pedestrians 104 4 0 8 116 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad 5toDoed Buses Commenls: 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 Counls. LLC (hllp:llwww,qualilycounts.nel) Type of peak hour being reported: Intersection Peak LOCATION: Dwy 1 -- 183rd 5l CITY/STATE: Sunnv Isles, FL Method for determining peak hour: Total Entering Volume QC JOB #: 10572114 DATE: 3/25/2011 15815 I: l:L __J..1 . ~ 211.4 " t. 11.228 ~377+ ~. 199~ "'~t : ;'~'" 51876 Peak-Hour: 3:00 PM -- 4:00 PM Peak 15-Min: 3:15 PM -- 3:30 PM 0.0 ~ 0; 0,0 0.0 ~L a: Quality Counts ','. ",'"' 'r" ',' , .... .,.', ' ',' .., t.. "," ,.' 1,1.,-; i 0: I'.. i:~.'..T::-, . 24 .00 "~t. 00.2.2 1.1 + ..... 2.5 10+00'\ 1'00+09 I"' t ,., I 0: 0.0 0.0 I 0.0 0.0 ~.:.L 14 t~t 12 I~i ~~ L or ~: : ~L : : <6>: : -l= : :~ ~~ ~L ~ ~~ ~L . .. . "~t. I tr- " ~t. + ... . + !III! · '\ I' '\ I' I"' t "i I"' t "i 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 Rinht U Left Thru Rinht U Totals 1:00PM 1 3 28 0 0 1 3 0 0 56 11 0 4 41 3 0 151 1:15 PM 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 '~'1!; PM'" .....:1 ~ 0 7f7.~ 0, \;~>1..':' ..~:nll~~2mfw'.$ O}iJ t't A~'" '> .11Riii:'?_~l"!12: o ' S'd' '; 52. ::',2" ,;.'i';0'i!!l ~,li,70!lfi ~IH,l' I 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 Flowrates Left Thru Rinht U Left Th,u Rlnht u Left Thru Rlnht U Left Thru Rinht U All Vehicles 4 0 68 0 4 0 8 0 4 464 48 0 20 208 8 0 836 Heavy T,ueks 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 Stoooed 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.nel) Type of peak hour being reported: Intersection Peak LOCATION: Dwy 1 -- 183rd St CITY/STATE: Sunny Isles. FL l1B7 I: 3 ~L __L.. . ~ 149 . 2 J to 5 . 156 ~214. ~4o 135~ '~4: : ;'~~ 33861 ~.:.L 19 1<%>1 12 I~I ~~ . ~L ~~: --4' · 'r- 15.M!n Count Dwy 1 Period (Northboundl Beginning At Left Thru Riaht U Left P'.J;7:00'PriA131 ~::\~n_1::\1!i'\1~0!!ll:;_ 7:15 PM 4 0 11 0 1 7:30 PM 1 0 12 0 2 7:45 PM 1 0 16 0 0 Method 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 a: Qu,~~~~~~:~~~~::: 0.0 0.0 0.0 L . ~ 07 .00 J ~ to 00.06 0.9 . ~4o 07 09~.. . ,.rF 0.7 I 0: 0.0 0.0 I 0.0 0.0 0.0 ~o; ~~ L or ~: : :L : ~ <6>: : -l7 : :t ~ .. I ~~ . ~L ~r~: --4' · "I +[8 Dwy 1 183rd St 183rd St (Southbound) IEastboundl IWestbound) Th,u Riaht U Left Thru RTciht U Left Thru Riaht U ~O.=> 1I!Pi1EHil1fA1-7~OJll! ~~<tQ_::\_n. .134 o 0 0 51 4 0 3 41 0 0 117 1 0 0 54 2 0 6 26 2 0 106 1 0 1 48 1 0 4 29 0 0 101 Total Hourly Totals 2 o o 458 Peak 15.Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Rloht U Left Thru Richt U Left Thru Rlcht U Left Thru Richt 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 PedEtstrians 48 84 32 12 176 BicYcles 0 0 0 0 0 0 0 0 0 0 0 0 0 Rail,oad Stoooed Buses Comments: Just count turns in/out of Dwy, Also count any vehicles 'culling across-to Publix on north, Report generaled 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 SI CITY/STATE: Sunny Isles, FL 24 EJ 22 I~ 6 ~L __J., . ~ 172 + 7 J to 14 + 194 8196. ~ + 156~ 231 . 28 "\ r 24. 275 I~ : ~I 58 B 78 ~..:.L 11 t<3>t 15 I~I ~~ . ~L :~: "\~r I~ . ~I Left 20 o Dwy1 (Northboundl Thru Rioht U o 1 0 o 7 0 o 7 0 1 5 0 o 5 0 o 9 0 o 11 0 o 4 0 2 7 0 1 4 0 1 12 0 o 9 0 o 20 0 o 12 0 o 8 0 o 12 0 o 14 0 1 6 0 o 20 0 o 18 0 0,.14- "0 1 17 0 o 16 0 o 15 0 Northbound Thru Riaht U o 56 0 o 0 28 o o o Report generated on 4/13/2011 7:35 AM Method for determining peak hour: Total Entering Volume QC JOB #: 10572112 DATE: 4/2/2011 Peak-Hour: 11:30 AM --12:30 PM Peak 15-Min: 12:00 PM .. 12:15 PM cr Quality Counts '1',"',1'1' '.j.' .,. , .. '," . ., . ,! .~ '., . ~ f' 1\.1.1 . i (1\.. d....I. :", ~4 -4 ... I Left o o o 1 1 2 2 5 1 6 4 5 2 5 5 3 2 6 4 2 '.1 3 3 2 Dwy1 (Southbound) Thru Riaht U o 0 0 o 0 0 o 0 0 o 0 0 1 1 0 o 0 0 1 3 0 2 3 0 1 1 0 o 2 0 o 0 0 2 1 0 o 2 0 1 3 0 1 1 0 1 2 0 2 2 0 1 2 0 2 5 0 1 1 0 "2:<,'\,';1' n-' 1 1 0 1 1 0 1 2 0 Southbound Thru Riaht U 8 4 0 o 0 o o 15.Min Count Period Beginning At Left 7:00 AM 0 7:15 AM 0 7:30 AM 0 7:45 AM 0 8:00 AM 1 8:15 AM 0 8:30 AM 0 8:45 AM 0 9:00 AM 0 9:15 AM 2 9:30 AM 0 9:45 AM 0 10:00 AM 0 10:15AM 1 10:30 AM 0 10:45AM 1 11:00AM 0 11:15AM 0 11:30AM 1 11:45AM 1 112'00 RM. "5 12:15 PM 1 12:30 PM 3 12:45 PM 7 Peak 15.Mln Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stoooed Buses Comments: Just count turns in/out of Dwy, Also count any vehicles "cutting across" to Publix on north, Left 4 o o o L +t- tr- Left o o o 2 o o 1 1 2 1 1 1 o 1 1 4 o 1 2 2 .1 ' 2 o o 183,d St IEastbound) Th,u Rioht 5 0 13 0 18 0 14 2 23 0 16 1 25 3 34 3 26 2 34 1 37 4 40 1 47 1 34 2 35 3 52 4 40 3 37 5 58 6 45 2 51 ;'9' 42 11 53 2 56 3 Eastbound Thru Riaht 204 36 8 0 8 o U o o o o o o o o o 1 o o o o o o o o o o . . 0.'''; o o o Left 4 o o o u o 0.0 4.5 10.0 0.0 0.0 L .---J ~ . ~ 06 +0.0 J ~', ',',', to 7.1. 1,0 2.0. ~'+ 0.6 ~- U9~ ~ ~p1.5 I 0.0 0.0 0.0 I 0.0 0.0 ~: : ~L : :~: : o"\Vro I: : :1 ~~ . ~L :~~1: "\ r I~ . ~I Left 2 1 4 6 5 4 3 4 1 9 6 4 9 8 10 5 7 7 5 8 '/"5' 6 7 8 183rd St (Westboundl Thru Riaht 5 2 13 0 7 0 8 0 9 4 14 2 16 1 25 2 20 2 27 3 25 5 24 3 21 4 25 2 26 5 29 3 30 0 29 2 32 4 41 4 52 2 31 4 39 2 26 2 Westbound Th,u Riaht U 208 8 0 4 0 o o Total 572 12 36 o Hourly Totals Total 15 34 36 39 50 48 66 83 65 91 95 90 106 94 95 116 100 97 139 125 ,1'131"" , 120 127 122 U o o o o o o o o o o o o o o o o o o o o ;,ij,!J'.: o o o 124 159 173 203 247 262 305 334 341 382 385 385 411 405 408 452 461 J504' 527 515 512 Left 20 o o o SOURCE: Quality Counts. LLC (http://www.qualitycounts.net) Type ot peak hour being reported: Intersection Peak LOCATION: Dwy 1 -- 183rd SI CITY/STATE: Sunny Isles, FL 32817 I~ 7 ~L ~.... ~ 183 . 1" to 14. 197 ~209. ~. 163~ m~t : ~'~= 49 866 ~.:.L 35 t~t 16 I~I ~....~L ;~: ",~I" I~ . ~I Left o o Dwy1 (Northbound) Thru Rinht U 1 21 0 1 19 0 1 22 0 1 17 0 2 17 0 o 9 0 1 18 0 o 18 0 o 18 0 1 15 0 1 19 0 o 18 0 o 23 0 1 14 0 o 14 0 1 10 0 o 16 0 1 17 0 1 12 0 o 14 0 o 16 0 1 ".15""' 0 4 13 0 o 15 0 Northbound Th,u Rloht U 4 60 0 o 0 36 o o o Report generated on 4/13/2011 7:35 AM Method tor determining peak hour: Total Entering Volume QC JOB #: 10572115 DATE: 4/2/2011 Peak-Hour: 5:30 PM -- 6:30 PM Peak 15.Min: 6:15 PM -- 6:30 PM a: Quality Counts '1',"1'1'11 '11-'-1' ,..' ." '.. . ........ \. '\" , .1 l.::i. I L" :'t!",'I.::::o ~~ Jo -.0 I Dwy1 (Southbound) Left Thru Rinht U 3 1 2 0 o 1 3 0 3 1 0 0 1 1 3 0 4 0 2 0 2 2 2 0 2 0 2 0 2 0 2 0 5 2 2 0 5 1 3 0 3 0 2 0 2 2 1 0 2 1 5 0 3 1 1 0 o 0 3 0 3 1 0 0 6 1 3 0 2 0 2 0 4 1 3 0 3 3 3 0 2 0 1 0 3 3 :'6~'-0 6 0 1 0 5 0 1 0 Soulhbound Th,u Rlnht U 12 24 0 o 0 20 o Left 12 o o o 15.Mln Count Pe,lod Beginning At Left 1:00PM 4 1:15PM 1 1:30 PM 0 1:45 PM 3 2:00 PM 1 2:15PM 1 2:30 PM 3 2:45 PM 2 3:00 PM 0 3:15 PM 2 3:30 PM 0 3:45 PM 1 4:00 PM 3 4:15 PM 2 4:30 PM 3 4:45 PM 2 5:00 PM 2 5:15 PM 0 5:30 PM 2 5:45 PM 2 6:00 PM, 3 6:15 PM 0 6:30 PM 0 6:45 PM 0 Peak 15.Mln Flowrates All Vehicles Heavy Trucks Pedestrians Blcyc.l!ls Rail,ciad Sloooed Buses Comments: Just count turns in/out of Dwy, Also count any vehicles "cutting across"to Publix on north, L or +[8 Left 1 o 1 1 1 o o o 1 1 3 o o 1 1 o o o o 1 o -0 ,. 2 2 183rd St tEastbound) Thru Richl 47 3 41 3 43 7 41 4 62 7 43 5 55 5 54 6 38 5 44 2 58 6 53 2 48 3 42 3 47 6 57 4 49 0 45 5 57 7 56 6 39 3 ,,57.~. ~ ,6' 47 1 58 4 Eastbound Th,u Rlcht 228 24 4 0 28 o Left o o o o u o o 1 o o o o o o o o o o o o o o o o o o 0.' o o U o 0.0 0.0 lo~ 0.0 o.oL ~.... ~ 0.0 .0.0" ~,'"," to 0.0. 0.0 1.0.~. 0.0 13~., . ~~ 0.7 I 0: 0.0 0.0 I 2.0 0.0 ~: : ~L : : <6>: : -l: : :'t ~....~L :r~~: "' I" I" · ~I Left 16 o 183rd St (Westbound) Th,u Rlchl U 30 0 0 36 2 0 37 4 0 27 2 0 46 3 0 30 2 0 51 2 0 33 4 0 35 6 0 26 3 0 34 4 0 27 3 0 41 0 0 35 2 0 36 7 0 45 1 0 39 3 0 41 1 0 40 2 0 46 3 0 30 5 0 . 47 . 4. 0' 34 7 0 41 2 0 Westbound Thru Rlcht U 186 16 0 o 0 32 o 0 Tolal 122 116 129 106 148 99 141 126 116 113 132 111 127 110 120 127 121 121 134 140 107 ~'146 .- 122 132 Hou,ly Totals 473 499 482 494 514 462 496 467 472 483 480 468 484 478 489 503 516 502 '517 . 515 507 Total 584 4 116 o SOURCE: Quality Counts. LLC (hl1p:/Iwww.qualitycounts.net) Left 9 7 9 5 1 3 2 5 4 10 2 2 1 5 3 3 2 7 5 3 8 4' 7 4 o 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 QCJOB#: 10572118 DATE: 4/2/2011 33B17 I: 3:L ~.. . .. 159+6 J \. 7+172 ~218+ ~ + 147 ~ 246,+ 22 '\ ~ . ,. ri18 .. 302 7 4 60 .Dt 44 ~71 Peak-Hour: 7:00 PM .. 8:00 PM Peak 15-M!n: 7:00 PM .. 7:15 PM 0.0 lo~ 0.0 ~.. . 0.6 +0.0 J A \. 0.0 + 0.6 0.0" V+ 0.7 00 ~ ~ ; ,. p 00 I 0.0 0.0 0.0 I 0.0 0.0 0.0 ~L a: Quality Counts '" "II'I".'n. . +1" , .... - . ',J. .. . "., '"'" '. J. . ~ '. (:(I.L::: l':.l'~ ::tl.,.,'jf::", ~.:.L 30 t \t> t 16 ,~i ~~ L or ~: : ~L : :~: : ~t : :t ~.. . ..L :~: --1' · 'r- 4 -.. I +r- ~.. . ..L :r~): --1' · 'r- 15-Mln Count Dwy 1 Dwy 1 Period (Northboundl (Southbound) Beginning At Left Thru Rlcht U Left Thru Richt U Left 1J1'.l! ',00 PM~ :m.2~n~..n~.!;ij D7G1111111li _'_lIW__ 7:15 PM 2 1 17 0 7 0 2 0 0 7:30 PM 1 1 16 0 3 1 3 0 2 7:45 PM 1 2 17 0 7 1 0 0 1 1 B3rd St (Eastboundl Thru Riaht 1B3rd St (Westboundl U Left Thru RJnht U Total ~ !a!4~411D11!11lli-3Ii3BnDl_1' o 5 34 1 0 119 o 4 35 2 0 135 o 5 37 1 0 121 Hourly Totals 45 5 62 5 44 5 522 Peak 15.Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Riaht U Left Thru Rlcht U Left Thru Rlaht U Left Thru RJOht U All Vehiel!"s 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 Stoooed Buses Comments: Just count turns inlout 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:llwww.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 ___J., . '- 314 + 7 J t. 36 + 38 ~1 . ~ + oE] 69 . 61 'l r 2. 35 12;1:6~' 17981610 ~..:..L 42 t~t 48 I~' ~~ . ,-L ;~: 'l~r I~ . ~, 15-Mln Count Pe,lod Beginning At Left 7:00 AM 3 7:15 AM 3 7:30 AM 9 7:45 AM 19 8:00 AM 69 , 8:15AM~ .'82. 8:30 AM 23 8:45 AM 14 9:00 AM 7 9:15AM 13 9:30 AM 13 9:45 AM 15 10:00 AM 11 10:15 AM 14 10:30 AM 16 10:45 AM 6 11:00AM 18 11:15AM 18 11 :30 AM 26 11:45AM 19 12:00 PM 26 12:15 PM 20 12:30 PM 28 12:45 PM 23 Peak 15-Mln Flowrates All Vehicles Heavy Trucks Pedestrians Bicyeles Railroad Slonned Buses Comments: Just count Dwy movements. turn and U-turn movements, Left 328 o Collins Ave {Northboundl Thru Rinhl U 180 4 4 213 1 3 249 5 4 302 3 10 259 2 21 ,35H- p.:.j.;, ld.,~ 357 0 7 399 5 6 331 5 5 297 2 9 347 3 6 318 9 10 335 3 10 348 4 9 330 9 9 344 4 18 333 7 9 336 7 14 384 3 13 363 3 13 353 4 15 382 7 13 311 2 12 411 12 11 Northbound Th,u Rlchl U 1404 4 56 20 0 4 1 o o Report generated on 4/13/2011 7:35 AM Peak-Hour: 8:00 AM -- 9:00 AM Peak 15.Min: 8:15 AM -- 8:30 AM 1.7 3.0 0.0 L . '- 00 +0.0 J~. .,',' t. 0.0 + 0.0 0,0. ;,11II + 0.0 '" 1.49~ . ~po.o 10: 1.8 0.01 2.7 ~o; a: Quality Counts . " I I' ,',.. ~,,- . . " " .,' " -.I, "'!. '"\ '.. .1, /' ( 'I_! ti i (1'. ,=1, ....F :- . 2.8 1.5 ~ml ~ '\..- ~: : ~L : ;~: : o 'l'7r 0 I~ : :, -t ~ 1m, ~~ . ,-L ; (!-~: -l' · 'r- Collins Ave Dwy 2/Median Opening Dwy 2/Median Opening (Southboundl (Eastbounch (Westbouncl\ Left Thru Richt U Left Thru Rlcht U Left Thru Richl U 2 201 1 0 0 0 3 0 1 0 10 0 409 3 227 4 0 0 1 3 0 1 0 7 0 466 4 274 7 0 1 0 6 0 1 1 5 0 566 2 346 13 4 2 1 4 0 1 0 6 0 713 2154 1 383 40 2 1 111 0 0 0 8 0 798 2543 .if$: ~~,,,,,''''QQ,fj;j!Ilr4'1:ri.~~llli _"~n"l'ir~~l~in~ ;-.J'Ht !!T,O ""'l.UE~'IIIll 3iRa'l~ _::ln2U', 1 9 463 28 3 0 0 14 0 0 0 9 0 913 3368 10 436 14 2 1 0 5 0 1 0 15 0 908 3563 12 390 17 0 2 0 7 0 0 0 9 0 785 3550 6 411 11 0 1 0 7 0 0 0 13 0 770 3376 6 391 16 0 2 0 6 0 0 0 12 0 802 3265 10 430 21 0 3 0 5 0 0 0 16 0 837 3194 4 377 20 0 3 0 8 0 0 0 22 0 793 3202 9 389 27 0 0 0 10 0 0 0 9 0 819 3251 6 393 12 2 1 0 17 0 0 0 7 0 802 3251 6 411 17 1 0 0 14 0 1 0 11 0 833 3247 8 381 24 1 1 0 12 0 0 0 7 0 801 3255 10 384 26 0 3 0 13 1 0 0 6 0 818 3254 4 433 19 2 5 0 13 0 0 0 9 0 911 3363 8 422 19 0 3 0 13 0 0 0 12 0 875 3405 10 392 19 2 3 0 15 0 2 0 3 0 844 3448 7 393 13 2 2 0 13 0 0 0 11 0 863 3493 8 399 32 1 3 0 22 0 0 0 8 0 826 3408 8 408 32 1 1 1 17 0 0 0 11 0 936 3469 Southbound Eastbound Westbound Thru Richt U Left Thru Rlnht U Left Thru Rlnht U 1596 176 24 20 0 124 0 4 0 16 0 48 0 0 0 0 0 0 0 8 36 24 00 000 00 Total Hou,ly Totals Total Left 24 o 3776 68 72 1 o o DON'T count SB/NB Thrus, SOURCE: Quality Counts. LLC (hllp:/Iwww.qualilycounls.net) Type at peak hour being reported: Intersection Peak LOCATION: Collins Ave -- Dwy 2/Median Opening CITY/STATE: Sunny Isles, FL Method tor determining peak hour: Tolal Entering Volume QC JOB #: 10572122 DATE: 3/24/2011 21598049 11:52005 ~L --.J.. . ~ 204 . 14 J \. 46. 46 80 . ~. 08 "4,~,::~ n 2168186 Peak-Hour: 4:15 PM -- 5:15 PM Peak 15-Min: 4:15 PM n 4:30 PM 1.0 ~0;1.1 0.8 Ct QU,...~:~~~.- 07~:~,: . 05 .00 J ~ \. 00.00 OO.~+ 00 00 9"' ~ ..p 00 I 0: 0.8 0.0 I 1.0 0.8 ~L '\..- ~: : ~L : :~: : o '\ V r 0 I: : :, ~..:..L 42 t~t 23 1-:-+' ~HJ\ lL ~.. . ~L -{ ~.. . ~L J ~\. ~ iml J~\. . ... + . ~~ + '\ r '\ r I"' . .., I"' . .., 15-Mln Count Collins Ave Collins Ave Dwy 2/Medlan Opening Dwy 2/Medlan Opening Pe,lod {Northbound) /Southbound) /Eastbound) /Westbound) Total Hou,ly Beginning At left Thru Rlnht U left Thru Rlaht U left Thru Rlnht U left Thru Rinht U Totals 1:00 PM 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;15 PM 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 8 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 "4'~1'M';, 17 ",,'4R1ir .,' !l";;c:::'16~. -Z11-t.....,':4;n;~::rt;:::o.F~n'...- _ ~~nf~t~~ ~~--:-..:-~---...- 0"" ..' -15-- 'n ,- n -..,. n ., 13 , 0.2 u .1~::lC: ,-: 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;15 PM 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.Mln Northbound Southbound Eastbound Westbound Total Flowrates left Th,u Rlaht U left Th,u Rlaht U left Thru Rlnht U left Thru Rlnht U All Vehicles 68 1!l44 36 64 44 2132 120 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 Pedest,ians 8 4 40 12 64 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 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 (hllp:/Iwww,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 #: 10572125 DATE: 3/24/2011 1766B1740 I: 1670 ~ L __L.~ 126 .9 J to 40. 41 Ao .. ~4o oEl " 4,;,:.~'~" 180081836 ~~L 96 1<$>1 52 I~I ~~ . ~L ;~: '\~I' I~ . ~I 15-Min Count (Icollins Ave Period Northbound) Beginning At Left Th,u RlOht U Left 'I ,7:(Xl'P-ME'1l ji,:.?n-ell' ~.?nI" ~ 7:15 PM 11 429 6 11 4 7:30 PM 14 419 4 14 14 7:45 PM 16 380 9 14 5 Peak-Hour: 7:00 PM -- 8:00 PM Peak 15-Min: 7:00 PM --7:15 PM 0.7 ~O; 0.7 0.7 o:L a: Quality Counts -I. ...,1' " ~n- . - ,. " -,' . ~. , . ,I ~~ ',., .\.. (.(l_Ltt i (j' ~i:I".:1 :.:. . oo+oOJ ~t.oo+oo oo..~. 00 00 ~~ ~ ~I'r 00 I 0: 08 0: I 0.7 0.7 ~41J1 ~ ~: : :L : ;~: : ~t : :~ ~ -t Gj i Tn, ~~ . ~L ;~: ---1' · -'I ..Collins Ave,. Dwy 2/Median Opening Owy 2/Median Opening ISouthbound) (Eastbound) /Westbound} Thru Rleht U Left Thru Rieht U Left Thru Rlaht U ,_0. TIlIIlI"4_0Jl!!lE24~01!ll ~0~Ollll!l!lllir13-0- 424 21 0 2 0 16 0 1 0 7 0 398 14 0 2 0 13 0 0 0 9 0 379 15 1 1 0 17 0 0 0 11 0 T t I Hou,ly o a Totals 1M1R K"~J:."I 932 901 848 3722 Eastbound Westbound Total Lell Th,u Riaht U Left Th,u Rlaht 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 Rleht U Left Thru Rleht U All Vehlcl~s 80 1848 28 80 28 1876 60 0 HeavY Tru9ks 0 12 0 0 8 0 Pedeslria-ns 4 28 Bicycl~s 0 0 0 0 2 0 Rail,aad 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 (hllp:/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 15-M!n Count Pe,iod Beginning At 7:00 AM 7:15AM 7:30 AM 7:45 AM 8:00 AM 8:15AM 8:30 AM ",'8:45'AM' g:OO AM 9:15AM 9:30 AM 9:45 AM 10:00 AM 10:15AM 10:30 AM 10:45 AM 11:00AM 11:15AM 11:30AM 11:45AM 12:00 PM 12:15PM 12:30 PM 12:45 PM Peak 15.Min Flowrates All Vehicles Heavy Trucks Pedestrians Bieycles Railroad Stoooed Buses Comments: Just count Dwy movements, turn and U-turn movements. 188981548 L:8 1739 ~ L __L, . ~ 250 + 11 .J to 45 + 48 EJ 0 . I 0.991 + 0 ~ 66+55'\ r 3.52 .. t ,., -l:2 1486 ; I 183781684 Peak-Hour: 8:15 AM.. 9:15 AM Peak 15-Min: 8:45 AM -- 9:00 AM 2.2 ~L 2,5 10.0 2.7 ~.... 00 +91.J ~ to 44+ 42 00 . ~ + 00 " ~.: ,'. ;F .. 2.6 1,8 CI Quality Counts - i';;\ '.1'- P r~ r. - .\ - I': : -: :~ ',', .; ,~I_1.::.. I ',_I'~ t I' ','I( :: -, ~.:.L 51 t <t> t 78 I~I ~: : ~L : :~: : -l= ~ :'(- ~Wl ~ 'L- ~....~L :~: '\~r I" t "1 ~....~L : rel: '\ r I" t "1 -t ~ ~ml Collins Ave Collins Ave Dwy 21Median Opening Dwy 2/Medlan Opening (Northboundl (Southboundl (Eastboundl (Westboundl Left Thru Rioht U Left Th,u Rloht U Left Thru Rinht U Left Thru Rioht U 5 170 2 2 4 171 4 0 0 0 3 0 0 0 11 0 372 5 221 2 3 6 230 9 0 0 0 4 0 1 0 5 0 486 11 231 4 11 2 269 12 0 2 0 1 0 0 0 13 0 556 21 282 4 7 4 342 21 0 0 0 10 0 2 0 11 0 704 2118 62 292 3 14 6 390 45 2 1 0 5 0 0 0 12 0 832 2578 83 341 0 8 6 415 36 3 5 0 16 0 0 0 9 0 922 3014 36 349 4 11 10 450 40 2 1 0 17 0 109 0 930 3388 t11" :4[)Q,,,','l;':.i6':\',,".1nr.' m8N;r443iF",u:19,;';;i":::"'i1~ _3~oa=-10".z- ,04:l1~2*~0~1.1~O\lO 1!i'l!9331'm11Zl3617i', 12 387 6 11 12 431 13 0 2 0 12 0 0 0 16 0 902 3687 13 312 2 9 13 401 18 1 1 0 13 0 0 0 12 0 795 3560 11 332 9 11 10 456 22 0 1 0 15 0 1 0 13 0 881 3511 24 325 3 12 4 385 28 0 0 0 16 0 1 0 15 0 813 3391 16 335 5 13 3 319 20 0 1 0 15 0 0 0 16 0 743 3232 21 349 5 7 8 416 17 0 1 0 10 0 0 0 11 0 845 3282 21 332 5 13 10 402 21 1 2 0 10 0 0 0 12 0 829 3230 19 394 4 12 5 417 28 2 2 0 13 0 0 0 8 0 904 3321 17 342 2 10 5 374 17 1 2 0 16 0 0 0 13 0 799 3377 17 347 9 14 10 439 19 2 2 0 10 0 0 0 15 0 884 3416 20 385 8 12 7 410 16 0 2 0 12 0 0 0 11 0 883 3470 16 369 7 13 4 403 25 1 2 0 21 0 0 0 14 0 875 3441 18 353 5 18 7 422 15 3 5 0 25 0 0 0 7 0 878 3520 16 375 7 15 8 436 41 2 3 0 16 0 0 0 10 0 929 3565 19 410 8 16 10 444 28 0 3 0 21 0 0 0 15 0 974 3656 14 372 11 9 11 423 28 1 2 0 17 0 0 0 14 0 902 3683 Northbound Southbound Eastbound Westbound Thru Rloht U Left Th,u Rioht U Left Th,u Rliiht U Left Th,u Rioht U 1636 24 40 32 1772 76 4 12 0 40 0 8 0 44 0 44 0 0 60 0 0 0 0 0 0 0 8 12 36 116 o 0 010 000 0 0 Total Hourly Totals Total Left 44 o 3732 104 172 1 o o Report generated on 4/13/2011 7:35 AM DON'T count SB/NB Thrus. SOURCE: Quality Counts, LLC (http://www.qualitycounts.nel) 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 #: 10572123 DATE: 3/25/2011 21698170 11~4 2005: L ~., . ~ 205 .. 15 .t to 48" 48 ~o . ~.. oEl 91 . 76 'l r o. 69 11~2::i 21678303 Peak-Hour: 4:30 PM -- 5:30 PM Peak 15.Min: 5:00 PM .. 5:15 PM 1.2 l'12toL . ~ 00 .. oo.t ~ to 00.. 00 oo.~.. 00 00 9 ~ t ,.p 14 10,0 1.2 0.0 I 1.0 1.1 1,1 ~o; G! Quality Counts -I' .> II' r,' 'P' . 'I" ,! -.' . ~. , - '". - -\ .,. . ~ .. t : I I i-:: I':)'\. :'C1'. ',:1': :: ' ~ ~: : ~L : :~: : ~~ t ,.~ I 0 1 0 I ~~L 60 l<t>l 30 I~i ~{JH lL ~., . ~L -t ~., . ~L .t~to ~ i 111'1 .t re1 to . ~.. . !II~ . 'l r 'l r I~ t "i I~ t "i 15-Min Count Collins Ave Collins Ave Dwy 2/Median Opening Dwy 2/Medlan Opening Pe,iod (Northbound) ISouthbound) (Eastbound) (Westbound) Total Hou,ly Beginning At left Thru Rloht U left Thru Riaht U left Thru Rloht U left Thru Rloht U Totals 1:00PM 26 387 10 10 12 447 31 0 2 0 16 0 0 0 20 0 961 1:15PM 34 403 3 11 6 469 32 0 6 0 26 0 0 0 11 0 1001 1 :30 PM 29 367 9 22 10 408 29 0 4 0 13 0 0 0 14 0 905 1:45 PM 32 406 4 9 12 455 28 0 4 0 13 0 0 0 8 0 971 3838 2:00 PM 21 394 3 24 15 399 25 2 4 0 18 0 0 0 14 0 919 3796 2:15PM 20 389 6 12 10 493 23 0 4 0 18 0 0 0 9 0 984 3779 2:30 PM 32 433 7 25 9 440 39 1 7 0 16 0 0 0 9 0 1018 3892 2:45 PM 31 435 10 16 9 462 28 0 3 0 24 0 0 0 9 0 1027 3948 3:00 PM 48 429 5 21 9 501 29 1 1 0 27 0 0 0 16 0 1087 4116 3:15PM 18 505 5 11 11 475 33 9 2 0 29 0 0 0 8 0 1106 4238 3:30 PM 17 436 8 17 9 480 32 1 6 0 29 0 0 0 10 0 1045 4265 3:45 PM 30 532 4 11 10 481 25 2 1 0 8 0 0 0 19 0 1123 4361 4:00 PM 23 496 6 20 6 490 25 1 1 0 21 0 0 0 10 0 1099 4373 4:15PM 16 496 6 19 17 488 32 0 2 0 18 0 0 0 10 0 1104 4371 4:30 PM 30 509 6 27 12 512 30 1 0 0 19 0 0 0 11 0 1157 4483 4:45 PM 18 510 10 24 8 491 29 2 4 0 17 0 0 0 16 0 1129 4489 ,5:00 PM!, 25 537. "'7.,_", 1" , ~",ll ,.35 ',,~,,"25,. . .1 " .- "8, 0'''.''21' 0, t-.o.. O~ "18" " '0' \ 1185'~"T, ;':!4!i75> 5:15 PM 18 544 3 16 15 484 30 3 3 0 19 0 0 0 5 0 1140 4611 5:30 PM 14 514 4 12 11 519 27 2 1 0 13 0 0 0 6 0 1123 4577 5:45 PM 30 496 4 22 10 478 27 1 3 0 22 0 0 0 10 0 1103 4551 6:00 PM 24 498 12 16 12 467 18 2 0 0 15 0 0 0 13 0 1077 4443 6:15PM 18 493 7 13 7 485 17 1 3 0 14 0 0 0 10 0 1068 4371 6:30 PM 19 492 3 12 15 471 22 2 0 0 12 0 0 0 8 0 1056 4304 6:45 PM 21 448 9 11 7 459 29 0 1 0 19 0 0 0 15 0 1019 4220 Peak 15-Mln Northbound Southbound Eastbound Westbound Total Flowrates left Thru Rlaht U left Thru Rloht U left Thru Rlaht U left Thru RJOht U All Vehicles 100 2148 28 76 32 2072 100 4 32 0 84 0 0 0 64 0 4740 Heavy Trucks 0 8 0 0 8 0 0 0 0 0 0 0 16 Pedestrians 0 16 52 16 84 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 (http://www,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 #: 10572126 DATE: 3/25/2011 1900B1623 L:l 1767 ~ L __J., . I. 165 . 16 J t. 58. 58 EJl · ~+ oE] 75 . 58 '\ r o. 61 .. . ,. 11~71546 ~, 1878B1694 Peak.Hour: 7:00 PM .. 8:00 PM Peak 15.Min: 7:15 PM ..7:30 PM 0.9 10.0 1.0 ~.... 06 +125J ~ t. 00.00 00 .~+ 00 27 9" .",. p 00 I 0; 0,6 0.0 1 1.0 0.6 0.7 ~L cr Quality Counts 'I' ,"II'I"'r-' -1(" ...., ~, . ...' ... . '. .."~ .., ((,I.I.:-:t I (:0',; '.'i; I.....'I[ ::", 'L- ~: : ~L : :~: : 1= : :~ ~..:.L 1631 <i> I 73 1-:+' ~Wl ~ ~... . I.L :~: '\~r I" · ,., -t OJ i1l1'1 ~... . I.L :~~1: --1' · 'r- 15.Min Count Period Beginning At 7:00 PM \;'i,r7;. 7:30 PM 7:45 PM Collins Ave Collins Ave Dwy 2/Median Opening Dwy 2/Medlan Opening (Northboundl (Southbound) (Eastbound) (Westboun(1l Left Thru Richt U Left Thru Rlcht U Left Thru Rioht U Left Thru Richt U 23 416 6 15 6 431 24 0 4 1 19 0 0 0 20 0 965 1Im~41B~7m:l.13::M K10....482_.14_21111i1_~lBlIIIII[()_2 :B4!i!II:07#.l.~0<~ODIIZ15'1lJZ:l1111tO_ ~ 16 355 7 13 5 442 21 0 3 0 9 0 0 0 12 0 883 14 359 11 12 8 412 32 1 3 0 10 0 0 0 11 0 873 Total Hou,ly Totals 3727 Peak 15.Min Northbound Southbound Flow,ates Left Thru Rlnht U Left Thru Rlaht U All Vehicles 44 1664 28 52 40 1928 96 8 Heavy T,ucks 0 20 0 0 32 0 Pedestrians 16 12 Bicycles 0 1 0 0 1 0 Railroad Stonoed 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) Eastbound Westbound Total Left Thru Rlnht 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 2 --------- 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 #: 10572121 DATE: 4/2/2011 169881509 I: 1609 ~ L ___J., . ~ 136 . 10 J \. 40. 41 8 0 + I 0.94 I. 0 EJ 60+50"\ r 1+38 -l; 1:56: I 17081592 Peak-Hour: 12:00 PM --1:00 PM Peak 15-Min: 12:45 PM --1:00 PM 0.6 1.5 10.0 07 o.oL ~.... ~ 00 .00 J ~ \. 00.00 oo+~.oo oo~", . ,.rF 00 10: 1.5 0.01 0.6 1.4 0:, Quality Counts 'I' ,". 1.1'1' ',,-' ,- . .. '. o. .... .1.0...".." f" I 0 I ::~ i .: .1' ~ t I' ....1. ::-. 'L... ~: : :L : ~~: : ~: : :'t ~.:.L 48 t <$> t 44 I~I .-JH I , ~ ~... . ~L -t ~... . ~L J ~\. ~ Ilni J~\. + ... . + !II! · "\ r "\ r I"' . "1 I"' . "1 15-Mln Count Collins Ave Collins Ave Dwy 21Median Opening Dwy 2/Median Opening Period (Northbound) (Southbound) (Eastbound) (Westbound) Hourly Beginning At left Th,u Rloht U left Thru Richt U left Thru Rlcht U left Thru Rlcht U Total Totals 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 8:15AM 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 8 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 11:45AM 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 I 12:4fi'PM 17. .394, - 5~ 'R, 4. ~"'1!lt .:.,17.. 2... " 7 :.:i--O~~ .";:;,J;16;.., < n n 0 < 9; 0 "'Flll8 -. ~1 - Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates left Thru Rlcht U left Thru Richt U Left Th,u Richt U left Thru Rlaht U All Vehicles 68 1576 20 32 16 1676 68 8 28 0 64 0 0 0 36 0 3592 Heavy Trucks 0 28 0 0 12 0 0 0 0 0 0 0 40 Pedestrians 8 8 40 52 108 Bicyeles 0 2 0 0 1 0 0 0 0 0 0 0 3 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 (hllp:/lwww,qualitycounts,nel) - 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 #: 10572124 DATE: 4/2/2011 183081812 I: 1713:SL ___L, . '- 168 . 14 J t.. 39. 41 8 0 . I 0.941. 0 B 74 . 60 "\ I' 2. 42 11;71:5 ~, 18481923 Peak-Hour: 6:00 PM -- 7:00 PM Peak 15-Min: 6:30 PM -- 6:45 PM 0.0 ~o; 0.0 0.8 ~L GI Quality Counts - .. -", ~.. . .. '.. . r~ ~~ I I ,. i~..\ 1\ .' . \" I '"1. ;:; I Cl~,; : tl' "I. ~, . 00 + 0.0 J ~ t.. 0.0 + 00 00 . ~+ 00 009'" . ,.poo 10: 08 o~ol 0.0 0.7 'L- ~: : ~L : :~: : -l: : :'t ~..:..L 69 t <t> t 49 I~' ~4J I L lL ~~ . ,-L -t ~~ . ,-L J~t.. ~ IlIl'I J~t.. . ... + . ~II! . "\ I' "\ I' I'" . ,., I'" . ,., 15.Mln Count Collins Ave Collins Ave Dwy 2/Medlan Opening Dwy 2/Medlan Opening Period {Northboundl (Southboundl (Eastbound) !Westbound) Total Hourly Beginning At Left Thru Rlaht U Left Thru Rinht U Left Thru Riaht U Left Thru Rinht U Totals 1:00PM 19 355 9 12 5 427 27 2 3 0 13 0 0 0 5 0 877 1:15PM 17 375 4 8 9 421 28 0 2 0 15 0 0 0 7 0 886 1:30PM 25 391 5 12 5 375 18 1 2 0 25 0 0 0 14 0 873 1:45PM 17 400 7 9 4 408 22 0 3 0 8 0 0 0 5 0 883 3519 2:00 PM 19 375 6 8 3 418 26 5 2 0 11 0 0 0 9 0 882 3524 2:15PM 18 373 6 12 8 422 27 0 3 0 16 0 0 3 6 0 894 3532 2:30 PM 17 382 4 15 6 367 19 4 3 0 14 0 1 0 8 0 840 3499 2:45 PM 17 398 9 7 10 399 26 2 2 0 12 0 0 0 15 0 897 3513 3:00 PM 21 375 5 9 11 397 22 1 5 0 18 0 0 0 7 0 871 3502 3:15PM 18 463 4 12 4 418 25 1 5 0 9 0 0 0 3 0 962 3570 3:30 PM 23 416 4 12 8 369 16 1 2 0 10 0 0 0 9 0 870 3600 3:45 PM 25 390 7 6 10 428 15 0 2 1 15 0 0 0 11 0 910 3613 4:00 PM 18 416 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 3708 5:00 PM 16 399 4 20 6 388 24 1 7 0 11 0 0 0 8 0 884 3688 5:15PM 19 422 1 17 7 407 25 1 1 0 12 0 0 0 3 0 915 3633 5:30 PM 18 430 5 14 5 401 19 2 2 0 8 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 3708 6:00 PM 21 378 6 13 4 382 17 1 6 0 16 0 0 0 11 0 835 3659 6:15PM 14 489 4 17 5 415 29 2 4 0 14 0 0 0 16 0, 1009 3753 "R'~n PM 19 "454~<o ,7 2~ .. 1;: ,'473',' ,22. n ? n, 12 0 n n '-in ~.... ~~-,_n.{t,; ~ 1 077~-di:: ft."; ~R6n 6:45 PM 22 434 4 18 7 463 24 1 2 0 18 0 2 0 2 0 997 3868 Peak 15.Mln Northbound Southbound Eastbound Westbound Tatal Flowrates Left Thru Rlaht U Left Thru Rlnht U Left Thru Rinht U Left Thru Rlnht U All Vehicles 76 1816 28 92 20 1892 88 0 8 0 48 0 0 0 40 0 4108 Heavy Trucks 0 12 0 0 0 0 0 0 0 0 0 0 12 Pedestrians 8 0 76 52 136 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 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 (hllp:llwww.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 #: 10572127 DATE: 4/2/2011 182681708 I: 1690 :7L ~., . ~ 171 + 15 " to. 65 + 66 ~ 1 . I 0.951 + 0 8 71 . 55 "\ r 1. 41 11~1:5:1 17~1745 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" ~to. 00+00 00 . ~ + 0.0 00 ~.. . I'" rF 00 I 0: 0.9 0.0 I 0.0 0.9 0.0 ~o: CI Quality Counts -I.;'~ll~,,;(~r-':~.I(: '-,.\-". i ':...!.:::' I .:_I~, :: i: F '."I'~ ::.-, ~..:..L 1221 <%> t 37 I~I ~Wl ~ ~ ~: : ~L : :~: : -l: : :'t ~., . ~L :~: "\~r I" · 1'"1 --t 4i] H nl ~., . ~L :~: "\ r I" · 1'"1 15-Mln Count Collins Ave Collins Ave Dwy 2/Medlan Opening Pe,iod (Northbound) (Southbound) (Eastbound) Beginning At Left Thru Riaht U Left Thru RiQht U Left Thru Riaht U 7:00 PM 24 412 1 5 6 396 32 1 5 0 14 0 .'<i;7dA'PM~ ~1!lU:'" -~ .' ~~137J' ""'1 t~44R'Ui\>>23~11:0- U~~111l-13~ 7:30 PM 12 392 1 10 6 415 26 1 5 0 12 0 7:45PM 17 393 1 14 11 431 18 1 2 0 16 0 Dwy 2/Medlan Opening (Westbound) Left Thru Riaht U 1 0 21 0 OD1",:;nnmllll 5 o 0 21 0 o 0 8 0 Total Hourly Totals 918 8Q7:7- ~). 901 912 3708 Peak 15.Min Northbound Southbound Flowrates Left Th,u Rlaht U Left Thru Riaht U All Vehicles 76 1712 12 52 44 1792 92 0 HeavyTrucks 0 0 0 0 0 0 Pedestrians 8 0 Bicycles 0 0 0 0 0 0 Railroad Stoooed Buses Comments: Just count Dwy movements, lurn 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.qualilycounts.net) Eastbound Westbound Total Left Thru Riaht U Left Th,u Riaht 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 e:: I- ...J I- ...J => co co co co co co VI VI VI VI VI VI II IIWBR WBR WBT WBT WBL WBL '''II III EBT EBR . ...J l- e:: => ...J l- e:: co co co co co co co Z Z Z Z Z Z Z e:: I- ...J => cc co co CD V') V') V') V') WBR WBT WBL ::::> I- e:: co co co Z Z Z EXISTING THURSDAY PM PEAK HOUR e:: I- ...J I- ...J => co co co co co co VI VI VI VI VI VI II IIWBR WBR WBT WBT WBL WBL '''II II EBT EBR. , ...J l- e:: ::::> ...J l- e:: co co co co co co co Z Z Z Z Z Z Z a: t- -J ::> co m co cc V') Vl VI Vl EBL EBT EBR WBR WBT WBL ::::> I- e:: co co co Z z z EXISTING FRIDAY AM PEAK HOUR a: f- ...J 113 113 113 VI VI VI EBL EBT EBR ~." '."" 'i'lf:" ~li ~ ';";J:-t~~lr'.:'I: . ;.' I,:, "i!"., ,..( ; fi; .~t!::~.~.,~~~j~ ""-M:.jlFJii~~: ~,..: ~". i '~~f-:~~~r :.~r~ri' ~~tJ: ~~r:4~; WBR WBT WBL EBL EBT EBR If ~~It;~~~; .;.,~",'i~C,-"'",,-,,\;, t~. .~~ ~.~' ,~~~~~ 4/ ~irX};~R! rf)J ;~~,,~:} _t:'{~_~~:;: a: 113 Z :J ...J ~ 0:: 113 113 113 113 Z Z Z Z a: ~ ...J ::> to en co ro VI V"I V) V') . ::~. EBR . WBR WBT WBL => f- a: co 113 co Z Z Z EXISTING FRIDAY PM PEAK HOUR a: f- ...J co co co VI VI VI a: f- ...J => co to m en VI V'I Vl V'I '''II - EBL EBT EBT EBR .' EBR ...J f- a: => ...J f- a: 113 113 113 co co 113 113 Z Z Z Z Z Z Z a:: I- ...J ::> m en co m Vl VI Vl VI EBL EBT EBR WBR WBT WBL => f- a: co 113 113 Z Z Z EXISTING WEEKDAY AVERAGE AM PEAK HOUR a: I- -' en en en Vl Vl Vl a: I- -' => en en en en V') V') V') V') EBL EBr EBR WBR WBr WBL WBR WBr WBL -' I- a: en en en Z Z Z => -' t- a: en en en en Z Z Z Z a: I- -' => en en en al V'J V') V') V) EBL EBT EBR WBR WBr WBL => t- a: co en co Z Z Z EXISTING WEEKDAY AVERAGE PM PEAK HOUR ~ ~ ~ Vl Vl Vl a: I- -' => m en en m V') V') VI V) EBL., , EBT EBR WBR WBr WBL EBL EBr EBR WBR WBr WBL -' I- a: en en en Z Z Z => -' t- a: co co m en Z Z Z Z 0::: I- --' => c:c co co co V') V") V') V') EBL EBr EBR WBR WBr WBL => I- a: en en en Z Z Z EXISTING SATURDAY AM PEAK HOUR 0:: f- ...J cc cc cc VI VI VI WBR WBT WBl EBl EBT EBR ...J f- 0:: cc cc cc Z Z Z a::: I- -J ::> CD en al m V") V') V") V") WBR WBT WBl EBl EBT EBR ::J ...J t- a:: co co co co Z Z Z Z a::: I- -J ::> CD cc CD CD Vl VI V") VI EBl EBT EBR WBR WBT WBl ~ ~ ~ z z z EXISTING SATURDAY PM PEAK HOUR 0:: f- ...J cc cc cc VI VI VI EBL EBT EBR WBR WBT WBl ...J f- 0:: cc cc cc Z Z Z a:: I- ...J ::> co co co CD V) Vl U") Vl WBR WBT WBl EBl., , " EBT EBR ' :J -' I- a:: m m co co Z Z Z Z 0::: I- ....J ::> CD co co co Vl V') Vl Vl EBl EBT EBR WBR WBT WBl :::> f- 0:: cc cc cc Z Z Z ~EEKDAY AVERAGE AM PEAK HOUR DIVERSIOI ~ ~ ~ '" ~ I EBR PJI!,45B!!U ~ t; ~ z z z VEEKDAY AVERAGE PM PEAK HOUR DIVERSIOI WBR WBT WBL ~ ~ i ~ '" 5l m E8RP.~;7~ a:: ..... ...J ::> ~ ~ ffi ~ weR WBT WBL ~ t; ~ z z z SATURDAY AM PEAK HOUR DIVERSION a: I- J :J co m CD d) U\ '" VI In . ESL_ EST EBR ~ Iii a: iil a: <D <D <D Z Z Z Z Z a: :Jl I EBR~62_ EBL EBT EBR SATURDAY PM PEAK HOUR DIVERSION ESL EBT EBR ::> ~ <D <D Z Z ti ~ Z Z a: :Jl I EBR tBfl5JDaD EBL EST ESR FUTURE WEEKDAY AVERAGE AM PEAK HOUR EBl EBT EBR _WBR . WBT WBl WBR WBT WBl . ~ I- '" '" '" '" Z Z Z EBl EBT EBR ::) ..J .... a: co co co d) Z Z Z Z ~ ~ EBR (B;4i..ml1 ~ m 5i ~ WBR WBT WBl ~ ~ ~ ~ FUTURE WEEKDAY AVERAGE PM PEAK HOUR EBl EBT EBR '" el ; EBRt~l~ a: .... -' => ~ ~ ~ ~ WBR WBT WBl EBl EBT EBR ::> I- '" '" '" '" z z z FUTURE SATURDAY AM PEAK HOUR WBR WBT WBL :J ...J ... c::: ~ co m co Z Z Z Z a: ill I EBRII'flIJ.62!!\-:t:.>;a EBL EBT EBR FUTURE SATURDAY PM PEAK HOUR EBL EBT EBR ~ ~ ~ ~ '" ill ~ EBR~U'.m a: ill EBL EBT EBR - - ---- HCM Signalized Intersection Capacity Analysis Existing Conditions - Weekday 1: 183rd Street & Collins Avenue AM Peak Hour ,J- --+- .. .- +- '- ~ t I" \. + .; Movement EBL EBT EBR WBL WBT WBR NB[ NBT Nsir ~SBL SBT SBR Lane Configurations 4' 7' 4+ " ttlt " ttlt 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 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 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 (5) 5.0 5.0 5.0 3,0 5.0 3.0 5.0 Vehicle Extension (5) 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 cO.40 0,07 vlc 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 Incremental 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 (5) 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 (5) 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 SBL SBT -, Lane Configurations " ttt+ " ttt Volume (veh/h) 0 41 1462 14 46 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 48 1804 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 0,78 vC, conflicting volume 2245 520 1554 vC1, stage 1 cont vol vC2, stage 2 cont vol vCu, unblocked vol 1596 520 1554 tC, single (s) 6.8 6.9 4.1 te, 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 f\lB2 NB3 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 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 0.11 0,35 0,35 0.35 Queue Length 95th (ft) 7 0 0 0 10 0 0 0 Control Delay (5) 12.8 0,0 0,0 0,0 14.6 0.0 0,0 0,0 Lane LOS B B Approach Delay (5) 12.8 0.0 0.4 Approach LOS B Intersection Summary Average Delay 0.4 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 Conditions - Weekday 1: 183rd Street & Collins Avenue PM Peak Hour ,J- -+ " .. +- '- ~ t ~ "to ! ~ Movement EBL EBT EBR WBL WBT WBR t;fBL NBT NBR SBL SBT SBR Lane Configurations 4' 7' 4ft "i tt~ "i ttft 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 Is) 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 0.99 0,95 1.00 0,95 1.00 Satd, Flow (prot) 1787 1599 1718 1787 5135 1787 5077 Fit Permitted 0.75 1.00 0,94 0.05 1.00 0.06 1.00 Satd, Flow (perm) 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% 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 Is) 27.9 27.9 27.9 112,1 104.3 105.8 101.0 Effective 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 Is) 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 Perm cO. 17 0.02 0.00 cO.61 0.11 vIe 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 Is) 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 Is) 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 HCM Unsignalized Intersection Capacity Analysis Existing Conditions - Weekday 2: Trump Towers Driveway & Collins Avenue PM Peak Hour ~ '- t ~ '-. ~ Movement WBL WBR RBT NBR SBC SBT -1 Lane Configurations " ttt. 'i 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 (fils) 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 cont vol vC2, stage 2 cont 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 tree % 100 88 83 cM capacity (vehlh) 19 376 252 Direction, lane # WB1 ~B 1 NB2 NB 3 SB 1 SB2 SB3 SB4 .1 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 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 Conditions - Weekday 1: 183rd Street & Collins Avenue AM Peak Hour ,J- -+ ..... . +- '- "\ t ~ '-. ~ ..; Movement --EBL EBT EBR WBL WB'( WBR NB~ NBT NBR SBL SBT SBR Lane Configurations 4' " 4+ 'i ttft 'i ttft 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 (5) 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 4989 Fit Permitted 0.72 1.00 0.92 0.07 1.00 0.13 1.00 Satd. Flow (penn) 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% 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) 24.7 24.7 24.7 85.3 79,4 78.8 75.9 Effective Green, g (5) 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 (s) 5,0 5.0 5.0 3,0 5,0 3,0 5.0 Vehicle Extension (5) 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 Penn 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 (s) 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 (5) 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 I" \. ~ Movement WBL WBR NBT NBR SBL SBT Lane Configurations , ttf+ "i ttt Volume (veh/h) 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 (ftls) 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 vC1, stage 1 canf vol vC2, stage 2 conf vol vCu, unblocked vol 1705 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 82 cM capacity (veh/h) 54 506 422 Direction, Lane # WB1 NB 1 NB2 NB3 S81 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 (s) 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 ~ -+ . . +- "- ~ t /'" \.. ~ ~ Movement EBL EBT .EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4' r' 4t "i ttft "i ttft 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% 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) 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 D B A B Approach Delay (s) 73,5 52.9 13,5 13.8 Approach LOS E D 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 S~BT Lane Configurations r' ttft , 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 (f1) Walking Speed (ftIs) Percent Blockage Right turn nare (veh) Median type None None Median storage veh) Upstream signal (f1) 420 pX, platoon unblocked 0.76 vC, conflicting volume 3006 719 2145 vC1, stage 1 conf vol vC2, stage 2 cont 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 tree % 100 88 63 cM capacity (veh/h) 11 376 252 Direction. Lane # WB1 NB 1 NB2 NB3 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 0040 0040 0040 Queue Length 95th (f1) 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 ot 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 "J- -+ ... .(" +- '- "" t ~ \. ~ .; Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +f rt 4+ 'Ii tttt 'Ii tttt 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% 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) 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 vlc 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 NBR SBL SBT Lane Configurations " ttft " ttt Volume (veh/h) 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 (ftls) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 420 pX, platoon unblocked 0.83 vC, confticting volume 2175 527 1570 vC 1, 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 (veh/h) 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 LOS 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 ". -+ ..... ~ +- '- ~ t I" '-. + ,,; Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 , 4t " ttf+ " ttf+ 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 Util. 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 Pennitled 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% Turn Type Penn Penn Penn pm+pt pm+pt Protected Phases 8 4 1 6 5 2 Pennilled 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, dl 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 . '- t ~ '-. + Movement WBL WBR NBT NBR SBL SBT ---, Lane Configurations rr ttft ., 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 (ftls) 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 conf vol vC2, stage 2 conf 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 eM capacity (veh/h) 34 421 312 Direction, Lane # WB1 NB 1 NB2 f:JB3 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 Average Delay 0,3 Intersection Capacity Utilization 44.9% 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 Condition - Saturday 1: 183rd Street & Collins Avenue AM Peak Hour ",. -+ .. t' ...- "- ~ t l' '. + .; Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SB"T'SBR Lane Configurations 4' f' 4t 'i ttt+ 'i ttt+ 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% Tum Type Penn Penn Penn pm+pt pm+pt Protected Phases 8 4 1 6 5 2 Pennitted 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 ~ '- t ;-- '-. ~ Movement WBL WBR NBT NBR SBL SBT 1 Lane Configurations r' ttt. ., 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 flow rate (vph) 0 43 1549 21 63 1737 Pedestrians Lane Width (ft) Walking Speed (ltIs) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 420 pX, platoon unblocked 0,84 vC, conflicting volume 2264 527 1570 vC1. stage 1 eonf vol vC2, stage 2 conf 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 free % 100 92 85 eM capacity (veh/h) 49 501 421 Direction, Lane If' WB1 NB 1 NB2 r:JB'3'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 LOS 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 (min) 15 Collins Aveune at 183rd Street Driveway Analysis April 2011 Synehro 7 - Report ---- HCM Signalized Intersection Capacity Analysis Future Condition - Saturday 1: 183rd Street & Collins Avenue PM Peak Hour ,,1 ........ . ~ +- '- '\ t !' '-. l ./ Movement EBL EBT EBR WBL WBT WBR rilsr- NBT NBR SBL SBT SBR Lane Configurations 4' " +t. " ;;tt " ;;tt 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 Uti\. 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 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% 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) 19.5 19.5 19,5 90.5 82.6 84,1 79.2 Effective Green, 9 (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 cQ,04 0,36 0.01 0.38 vIs Ratio Perm cQ,12 0.01 0.00 cQ.43 0.09 vlc 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 at 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 " ttf+ lj 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 (ft/s) 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 NB 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