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REVIEW COMMENTS .') It I 1 . ! ------.;;;;;::- :-:-:-- i i' , . ., Barton-Aschman Associates, Inc. 2627 N.E. 203rd Street (Ives Dairy Road), Suite 207 Miami. Florida 33180 USA ~ January 23, 1990 V Phone: (305) 935-0410 Fax: (305) 931-1 097 Mr. F. Martin Pen:y Suite 1000 1665 Palm Beach lakes Boulevard West Palm Beach, Florida 33401 Re: Woolbright Place RJDjIa) Enhancement Revaluation,l1986 Dear Mr. Pen:y: As requested, we are herewith submitti.rq the results of a re-evaluation for the Woolbright Place RJD/R:D in Boynton Beach. '!his report replaces the interim reports of October 23, 1989, ani Januaz:y 10, 1990. '!his analysis holds constant the basic assunPtions, backgroun:l corxlitions and level of service stan:1ards contained in the original report of record, prepared by Lavid N. Murray, P. E. of Murray-D..1deck & Associates dated April 1, 1986. Traffic generated by the original RJDjPCO was extracted from the daily arxl peak hour volumes arxl replaced by traffic fran the enhanced lani use plan. '!he methcxiology used for intersection analyses was the 1985 Highway Capacity Manual, Special Report 209, published by the Transportation Research Board. '!his methcxi, an FIX:7r starxlard, provides greater accuracy relative to multiphase signal sequences and exclusive tuming lanes. '!he results of the analysis, using the new la"'X.1 use plan ani methodology, identify that the Woolbright Place roD/P::D can be accoulllulated under these corxIi.tions with minor signal hnprovements at the affected intersections ani the provision of turning lanes at SW 8th street, as detailed in the SUmmary of findi.ngs arxl recommen:lations. Sincerely, BARroN-ASaIMAN ASSOCIATES, me. ~D.~~ Principal Associate cc: ravid Ievy ~ TRAFFIc IMl?ACr ANALYSIS iO:>LBRIGHT ~ POD/PCD ENlWa:D WID USE PIAN 1986 CDNDIT:ICINS ~ 23, 1990 Prepared for: TRADE:WINoo GOOtJP Clint Moore Cozporate Plaza 902 Clint Moore Road, SUite 124 Boca Raton, Florida. 33487 Prepared by: l3ARION-~ ASSOCJ:ATEs, ~. 3111 South Dixie Highway SUite 222 West Palm Beach, Florida 33405 1703.09.01 TABLE OF aJNI'ENI'S Intrcduction Project I..arxi Use rata Trip Generation Traffic Perfonnance Standards Intersection Analyses SW 8th street SUrru1m:y of Findi.ngs arxl Recammen:iations APmIDIX Al - AlO A-l1 Al2 - Al4 Al5 - Al6 Al7 - A26 Signalized Intersections, SUmmary RefX)rts. Kilday & Associates Site Plan,lAccess Plan for SW 8th st. Mixed Use/Capture worksheets Trip Generation Rates, 3rd Edition ITE. Intersection Worksheets ii 1 1 1 4 5 6 7 LrST OF '12\BLES Tables 1. Mixed Use Intema1 Capture 2. FUture Traffic From Project Developnen't Woolbright Place RJDjIa) Enhanced Ian::1 Use Plan 3. Woolbright Place RJDjIa) Distribution of Project Trips 4. Woolbright Place RJDjIa) 'Ihoroughfare lirpacts 5. Intersection Level of Ser.lice Highway Capacity Manual Eristi.ng + Backgroun::l + Project 2 2 3 4 6 iii Introduction 'lbe pm:pose of this traffic study is to re-evaluate the reported impacts ani hnprcvements as contained in a refX)rt by MurraY-Clldeck & Associates (MDA) dated April 1, 1986. '!he re-evaluation is necessitated by a c:han;e in the Woolbright Place RID/FeD lani use plan, and a directive that this chan:re be evaluated basej on the original 1986 backgrounj corxlitions and performance staniards. A substantial portion of the MDA refX)rt addresses the development of backgrounj con:li.tions. Since these are bein:J held constant, this refX)rt will not replicate that data, but accepts it by reference as is appears in the MDA report on Table 1 page 4, Figure A, Figure 22 page 12, Figure 2D page 13, Figure 3 page 14, ani Figure 4 page 15. Pro;ect Land Use Data '!he enhanced land use plan for Woolbright Place RIDjP:D contains the follcwi.n:r elements; - Multi-Family Residential - Horne DeFOt & Garden Center - Retail/Shopping - Olurc:h - School - Olurc:h 600 D.U. 102,250 S.F. 215,750 S.F. 500 Students 1200 Seats Trip Generation To maintain consistency, the same 'Ihird Edition of the Institute of Transportation's Trio Ge."eration Reoort was utilized for the enhanced lani use plan. Trip Generation rates for the OlUrch/School were taken directly from the prior MDA report. 'Ihe Horne DefX)t trip generation rates were obtainerl from Barton-Aschman studies of 6 Home Cepots located in Florida (4) and Texas (2). 'Ihese studies were conducted in 1985, and peak hour COtU1ts were conducted at the Iauderda1e Lakes store on Friday October 13, 1989. 1 Internal trip capture resulting from a mixed use developnent had to be reduced iran the MCA report due to the shift in pr~rtion of larxl use elements. '!he rates were held as close to the original :t'epu.rt as possible.. Hewever, when an unrealistic pattern resulted, the rates were adjusted (reduced) to produce a realistic comition. '!he rates used are detailed in Table 1 arxl graphically depicted in the appen:lix. Table 1 MIXED USE IN1'ERN1U, 0\Pl'URE Iand Use Oriqin to Destination AM Peak Residential-to-rc;1:ail Clurch/School-to-Residential 5% 15% :EM Peak 20% 15% Weekday raily 25% 25% Rates for retail passer-by were held at 25% consistent with the MIll\ report of 4/1/86. 'lhi.s is particularly conse.rJative since the ITE 4th Edition new pemi.ts 38% during the peak hour, arxl 28% for the entire weekday. A summary of the trip generation data as applied to this re- evaluation is detailed in Table 2. '!he distribution of proj ect trips as applied in the MCA report is detailed in Table 3. Table 2 In.lJ.'uHE TImFFJ:C FD:JM ProJ'ECI' DEVEIDtMENr iO:>LBRIGm' ~ PODjPCD ENlWa:D U\NDUSE ~ Weekday AM Peak Hour Iand Use # Units rail v Trips in out Home r:epot 102,250 SF 4540 70 30 Retail Shoppin; 215.750 SF 10918 86 43 SUb-Total 318,000 SF 15458 156 73 Passer-by (25%) -3854 -28 -28 11594 128 45 :EM Peak Hour in out 160 180 506 529 666 709 -167 -167 499 542 J 1 1 I ~ I 2 ~ Table 2 (Continued) .1nJ'.L'UHl:; TRAFFIc FIai Pro1EC'l' BEUJ:.''VEIDtMENr m:lLBRIGHT lUCE POD~ ~ rAND USE PU\N ~ Weekday AM Peak Hour :EM Peak Hour land Use # Units rail v Trios in out in out Res. Multi-Family 600 D.U. 3960 60 300 240 120 Church/SchOOl 500 Students 510 90 60 2 6 Church 1200 Seats 240 .2 .2 18 18 4710 156 366 306 144 Mixed-use Internal Capture (trip-en:is) 2356 42 42 79 79 Total External Trips 13948 242 369 680 607 Source: 1. Barton-Aschman;Harne Depot studies 1985 & 1989. 2. ITE 1986 3rd Edition Trip Generation Report. 3. Murray D..1deck & Associates 4/1/86 ReI=Ort. Table 3 WJOLBRrGRT pU\,CE POD~ nIm'RIBUTION OF I'mJECT TRIPS Res/01urchjSchool Retail/Comm. 'Ihorouahfare Sgyrnent In cut In cut Woolbright Rd. Seacrest - 1-95 N. 5% 5% 20% 20% 1-95 N. - 1-95 S. 20% 25% 30% 30% 1-95 S. - SW 8th 40% 40% 40% 40% SW 8th - SW 18th 15% 15% 30% 30% SW 18th - Congress 10% 10% 20% 20% Congress Ave. So. of Woolbright 5% 5% 5% 5% No. of Woolbright 5% 5% 5% 5% Boynton Beac.~ Congress - SW 8th 5% 5% 5% 5% Road SW 8th - I-95 S. 15% 15% 0 0 Seacrest B1 vd. N. of Woolbright 3% 3% 10% 10% S. of Woolbright 1% 1% 5% 5% 3 ,. ~:fic PerfOtmance stan~ '!he lO. report of 4/1/86 evaluated the projects hnpact relative to the Palm Beach County Traffic Perfo:cnance stamards (R-81-6). Since the initial analysis fourx:l all links within the influence area to be operating below IDS-O, the project was identified as category]3. Since background corxlitions have been held constant, the catego:ry remains ~ with the enhanced Ian:! use plan. '!he following ccmments are offered, ani remain consistent with the lO. report. t 1. In analyzing the daily traffic urxier the criteria in Catego:ry "A" on all affected links, the results in:ticate that the project is not a Cate;o:ry "A" project. '!herefore, this project OOES NC7I' have to commit to offsite roadway iIrprovements, before being considered a viable proj ect submission. 2. Urxier the proposed development at full capacity the project is a Catego:ry "B" Project, based on the 1986 design of Congress Avenue. 3. Urrler Catego:ry "B" phasing examination, this project does not generate traffic in excess of the stan:la:rd, since Congress has been built to a 6-lane facility. 'Ihus phasing will not be ~c;sary. 'Ihe specific perfonnance stan:lards ani levels of savice applied to the 4/1/86 MD2\. report of record appears on Page 21, an:! apperxlix B _ Page 4 of the MD2\. report. 'Ihose values were held constant in this re-evaluation. As detailed in Table 4, Project traffic added to background and "other' development" trips does not cause any of the segments urx:1er study to exceed the Level of Savice .Q threshold. Table 4 R:X)LBRIGHT PUCE PUDIPCD THOm~ rnPAcrs 1985 Bac:kgrouOO Proj ect Total Level of 'rho are S t Base Traffic Traffic Traffic Service Woolbright Rd. Seacrest - I-95 N. 22718 1489 2486 26693 C 1-95 N. - 1-95 S. 18375 4825 4230 27430 C I-95 S. - SW 8th 14031 8161 5580 27772 e SW 8th - SW 18th 14031 5075 3980 23086 B SW 18th - Congress 14031 4691 2652 21374 A 4 Table 4 (Cont:3 mted) lliOOIJ3RI:GH'l' PUCE POD/PCD Tl1u~ IMPACTs 1985 Bac.'cgrcun:i Proj ect Total level of '!horou S t Base Traffic Traffic Traffic Service Congress Ave. So. of Woolbright 15078 nos 747 16930 A No. of Woolbright 15078 2928 1996 19912 A Boynton Beach Congress - SW 8th 28798 329 747 29874 A Road SW 8th - 1-95 S. 28798 329 502 29629 C Seacrest Blvd. N. of Woolbright 14060 745 1193 15969 A s. of Woolbright 16295 373 646 17314 A Notes 1. MDA. Fg. 21 arx:l Apperxlix B cites the follcwin3" level of Service values Ianes 4-ID 6-ID I.OS-C 30,000 46,400 I.OS-D 36,000 55,800 Inters~on Analvses . Each of the five critical adjacent intersections identified in the MDA report were re-evaJ.uated for AM ani B1 peak hour levels of service based on the enhanced lan:l use plan. '!he method of analysis for this report consists of the Highway Capacity Manual (HC1), released in 1985 ani currently the stan:m'd adopted by FOOl'. 5 Table 5 ~ON u:vm. OF SERVICE BJ:GmmY CAPACITY MANUAL EXrS'1'Im + ~UND + PmJECl' Intersection 1. Woolbright Road & SW 8th St. Condition 4 lanes Woolbright, plus west:l:a1rxi Right Tum. SW 8th Nort:hboun:i, Left, I.eft-thJ:u, Right. SW 8th Sout:hbourxi, Left, Left-thru, Right. Split phasinq North/South with EastjWest Left turn OVerlap Peak Hour AM m D D 2. Woolbright Rd. & I-95 South Existing C e 3. Woolbright Rd. & I-95 North Existing e e 4. Woolbright Rd. & Seacrest B1 vel. Seacrest Northl:x:Jurxi, e e Restrlpe I.eft, I.eft-thJ:u, 'Ihro-right. Split phasinq North/South 5. Woolbright Rd. & Congress Existing 1989 (Reconstructed) e e SW 8th street '!he realignment of SW 8th street ani site related driveways ani intersections should be consistent with the access plan prepared by Kilday am Associates. A copy of the plan is attadled, in:licatirq the proposed lane arrangements ani spacing for driveways A,B,e, (D-deleted) E,F ani G. 6 S1mnarv of F!ndi.nqs & ~da.tions FINDIN;S 1. '!he enhanced Wcolbright RIDjIa) remains a category ~ project based on TPS Stan:1ards contained in (R-S6-6). 'lhi.s renders the project a viable submission without up-front conunitments for off-site roadway hnprovement5. 2. At full development, the project 'N'OUld remain a Category ~ project, based on the 1986 design of Con;ress A'trenue. 3. '!he project does not generate traffic in excess of the sta.rxJard since Congress has been built to a 6 lane facility arrl therefore phasing will not be necessary. ~ONS 1. At the intersection of Woolbright Rd. & SW 8th st.: a) Constmct three southbourrl approach lanes from the project, b) Construct a westboun:1 right turn lane, ani c) Add a third northbound lane at the Boynton eenter/Pylon Interstate driveway: d) provide a multi-P'1ase signal conuoller with split north/south phases. Note: Install traffic signal when warrants are met based on . MUTeD standards. 2. Seacrest Blvd. & Woolbright Rd.: a) Restripe Seacrest northboun::i for left, I.eft-thru ani thru-right b) provide Protected-pennissive EastjWest left turn phasing, c) provide split phasi.n3" for the North/South approaches. 3. Construct realigned SW 8th street CXlnsistent with the site plan prepared by Kilday & Associates, a copy of which is attached. 7 APPENDIX iO:>LBR:IGHT ~ POD/PCD JANUARy 23, 1990 A -\ Isas HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ....*.*.*.**.*****.*..**..***********..***.******************************* INTERSECTION..~OOL8RIGHT ROAD/S~ 8TH STREET AREA TYPE.....OTHER ANALYST.......ANDRE GROENHOFF DATE.......~..01/21/S0 TIME..........AM PEAK IS86 COMMENT.......ENHANCED LAND USE I MDA tS86 DATA BASE -------------------------------------------------------------------------- VOLUMES GEOMETRY EB U8 NB 58 E8 U8 N8 S8 LT 92 424 76 239 L 12.0 L 12.0 L t2.0 L 12.0 TH 1288 1355 45 105 T 12.0 T 12.0 LT 12.0 LT 12.0 RT 121 I 1 1 80 80 TR 12.0 T 12.0 R 12.0 R 12.0 RR 60 100 60 60 12.0 R 12.0 t2.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG 8USES PHF PEDS PED. BUT. ARR. TYPE (X) (X) Y/N N\'ll Nb YIN \'llin T E8 0.00 2.00 N 0 4 0.95 0 N 20.5 3 ~8 0.00 2.00 N 0 4 0.95 0 N 20.5 3 NB 0.00 2.00 N 0 0 0.95 0 N 23.5 3 SB 0.00 2.00 N 0 0 0.95 0 N 23.5 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH - 90.0 PH- 1 PH-2 PH-3 PH-4 PH-I PH-2 PH-3 PH-4 EB LT )( )( NB LT )( TH )( TH )( RT )( RT )( PO PO U8 LT )( )( SB LT )( TH )( TH )( RT )( RT )( PO PO GREEN 16.0 34.0 0.0 0.0 GREEN 10.0 18.0 0.0 0.0 YELLOU 3.0 3.0 0.0 0.0 YELLOU 3.0 3.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. VIC GIC DELAY LOS APP. DELAY APP. LOS E8 L 0.045 0.589 5.9 8 38.0 0 TR 1 .028 0.378 40.2 E UB L 0.984 0.589 45.6 E 39.2 0 T 1.017 0. 378 37.4 0 R 0.016 0.489 7.7 8 NB L 0.335 0. 1 11 28.5 D 25.9 0 LT 0.303 0. 111 24.0 C R 0.121 0. I 1 I 23.3 C SB L 0.499 0.200 25.3 D 22.7 C LT 0.511 0.200 21.6 C R 0.036 0.378 11.4 8 --------------------------.------------------------------------------------ INTERSECTION: Delay 36.6 (3ec!veh) v/e -= 0.817 LOS " 0 A2- 1985 HeM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ............*......***.*****.********.**.......*...****.*..*..************ INTERSECTION..YOOLBRIGHT ROAD/SY 8TH STREET AREA TYPE.....OTHER ANALYST.......ANDRE GROENHOFF DATE..........01/Z1/90 TIME..........PM PEAK IS86 COMMENT.......ENHANCED LAND USE I MDA \986 DATA BASE -------------------------------------------------------------------------- VOLUMES GEOMETRY EB YB NB SB EB WS NB 58 LT 315 118 134 41Z L 1Z.0 L lZ.0 L 1Z.0 L 12.0 TH 1336 lZ45 165 1 1 1 T 1 Z.0 T 12.0 LT \2.0 LT lZ.0 RT 34 39Z 445 Z31 TR lZ.0 T 12.0 R 12.0 R 12.0 RR 34 100 100 60 lZ.0 R lZ.0 1Z.0 12.0 12.0 12.0 1 Z.0 12.0 lZ.0 12.0 lZ.0 lZ.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE (% ) (%) Y/N Nl'\ Nb Y/N l"Iin T EB 0.00 Z.00 N 0 4 0.95 0 N Z0.5 3 WB 0.00 2.00 N 0 4 0.95 0 N Z0.5 3 NB 0.00 Z.00 N 0 0 0.95 0 N Z3.5 3 S8 0.00 Z.00 N 0 0 0.S5 0 N 23.5 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH .. S0.0 PH-l PH-2 PH-3 PH-4 PH-l PH-2 PH-3 PH-4 E8 LT )( )( NB LT )( TH )( TH )( RT )( RT )( PO PO Y8 LT )( )( SB LT )( TH )( TH )( RT )( RT )( PO PO GREEN 13.0 35.0 0.0 0.0 GREEN 12.0 18.0 0.0 0.0 YELLOW 3.0 3.0 0.0 0.0 YELLOW 3.0 3.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C GIC DELAY LOS APP. DELAY APP. LOS E8 L 0. 802 0.567 21.3 C 28.4 0 TR 0. S8Z 0.38S 30.1 0 W8 .L 0.141 0.567 7.0 B 19.6 C T 0.908 0.389 ZZ. t C R 0.510 0. 389 14. t B NB L 0.600 0. t 33 30.9 0 Z8.4 0 LT 0.702 0.133 29.0 0 R 0.829 0.278 27. t 0 58 L 0.787 0.200 . 33.7 0 28.5 0 LT 0.756 0. Z 00 27. t 0 R 0.571 0. Z00 22.6 C -------------------------------------------------------------------------- INTERSECTION: Delay ~ Z5.3 (3ec/veh) V/C '" I .~14 LOS = 0 /l, -'7 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT .................................................*..**********..********** INTERSECTION..UOOL8RIGHT ROAD/I-55 S8 RAMPS AREA TYPE.....OTHER ANALYST.......AG OATE..........01/Z1/90 TIME..........AM PEAK 1586 COMMENT.......ENHANCED LAND USE / MDA DATA 8ASE -------------------------------------------------------------------------- VOLUMES GEOMETRY E8 U8 N8 58 E8 U8 N8 58 LT 0 Z08 0 110 T lZ.0 L lZ.0 12.0 L 12.0 TH lZZ4 1441 0 0 T 12.0 T lZ.0 12.0 L 12.0 RT 411 0 0 515 R lZ.0 T 12.0 11.0 R 12.0 RR 100 0 0 60 lZ.0 lZ.0 12.0 12.0 12.0 12.0 lZ.0 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG 8USES PHF PEDS PEO. BUT. ARR. T'fPE (X) ( X) Y/N NI'I Nb Y/N l'Iin T E8 0.00 Z.00 N 0 4 0.95 0 N 11.5 3 ue 0.00 Z.00 N 0 4 0.95 0 N 1 1 .5 3 N8 0.00 0.00 N 0 0 1.00 0 N 20.5 3 58 0.00 Z.00 N 0 4 0.95 0 N Z0.5 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH .. 90.0 PH- 1 PH-Z PH-3 PH-4 PH-I PH-Z PH-3 PH-4 E8 LT N8 LT TH )( TH RT )( RT PO PO U8 LT )( 58 LT X TH )( )( TH RT RT X PO PO GREEN 31.0 30.0 0.0 0.0 GREEN Z0.0 0.0 0.0 0.0 YELLOU 3.0 3.0 0.0 0.0 YELLOU 3.0 0.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C GIC DELAY LOS APP. DELAY APP. LOS E8 T 1 . 04 1 0.333 46.0 E 37.6 D R 0.380 0.556 7.4 8 U8 L 0.360 0.344 16.9 C 9.4 8 T 0.579 0.711 4.3 A S8 L 0. 153 0.Z22 Z 1.4 C t Z. t 8 R 0.334 0.933 0.Z A -------------------------------------------------------------------------- INTERSECTION: Delay - ZI.8 (~ec/veh) V/C - 0.869 LOS .. C b.-a. t985 HCM: SIGNflLIZEO t~JTERSECTIQt!S SUMMARY REPORT ..~..~..*.*......~~..~.~~~~**.*.~.*.~..*~.~..~*~~*...~~4~..~.~....*~~~~*~~ INTERSECTION..UOCLSRI6HT AREA TYPE.....OTHER ANALYST.......A5 OATE..........01/Z1/S0 TTM~ DM D~OV IOO~ · ..... ,.... . . . . . . . . . to ... .. ...,..., .. w.... .. Dnon/T_OC CD DOMee I"'" .WI. w.... ..,-.J I"~ U" ... ,.n"'M~fo.IT ~MUO",,.~n I O"ln Iler 1 Mno 10 OC nOTO Doe~ '"-w."....................,..".."'-........ '-I".'" """".... t ,,,..... ...."'''''' WI.,.. "",,""'- -------------------------------------------------------------------------- IInl IIMre r.:~n...rTOv . ~...w. U...... toJ...",. ''- . .., . ~O liD "10 eo ~D 110 "10 CO ...... ...... ...... ..... ...... ..... ..... w... LT ~ ? "%1 ~ ?II'" T t? ~ I I" '" t 2.0 L I., '" v ..... v ........ . ........ ... ,.....w ,... .'" TU 1 C.,'" 1~"" ~ ~ T I? '" T I ., ~ I? ~ I I., '" .. . ....... .. I.... V .. . ......u . ......... ...."" ... It-.V RT c"'o ~ 0 coo R 12.0 T I? ~ 12t0 D I? ~ w.... .. w.. .. . ......u " ......u RR t~~ 0 0 I Il\Il\ I? '" I? '" I? ~ I? ~ v.. . .... ,....u ......u ......... ........ 12.0 I? ~ I? '" I? ~ .....'16 ,....u ,.....u I? ~ I? ~ f? ~ t? ~ ,........ .'-.... ........, ......'" -------------------------------------------------------------------------- on TIICTM~llT ~Of"TnOC . U...WI ,,",w"" u..."" . 'n.. " ""''' ""'" r.:oon~ UII onT DVr.: D'lc~e eu~ e~nc De'n OIIT 000 Tvee' ""'. ".......... ... ."....'" . "'" ............t-..... . ... I ........ I ...... . ...."'" . . . "."". , .. ... 1 '" \ 1 ., \ V III 11_ "'~ V/ll T ' .. . , .. . , , ., ",., ..w " ,.. ....." . EB ~ Il\Il\ ? """ '" '" II ~ OC ~ ". I I C "% "''''''1lW ~........ " .. ... "........ .. .. " , ..... .. we '" ~~ ? Il\Il\ 11 ~ II ~ DC ~ "I t1.5 3 "....." ........... .. v .... w........ .. .. "'0 '" Il\Il\ '" Il\Il\ 11 ~ '" 1.00 ~ ". ?~ r::: "% ...... v...,... ...."... .. v .. .. .. .....,...... ... eo ~ Il\Il\ ? ~~ 11 ~ 4 ~ DC ~ "I ?~ C "% ..... w....... .......... .. v v.ww .. .. ..."..... ... -------------------------------------------------------------------------- eTr.:fo.IOI e~TTT"'ce ,.V,.I C . r..lCTU - O~ '" 'WI ..,...", It-. ........., , ....w""" w 'w...... ........,."'" .. .... w"..... eU_I eu_? DU_"% DU_II DU_I DU_? DU_"% eU_II . .. . .. ,,, .... . .. .. .. .., ..... . .. . . .. .. . .. .. .. " .,. ~D LT "ID LT ...... ..... TH v TH " DT v DT " . " " . PO en . ... WS LT v eo LT v " ...... " TH v v TU " " . .. CT DT V ." ." " PO DM I... GD~~fo.I ? , '" 42.0 ~ '" ~ ~ GREE~J 10 '" '" ~ ~ ~ '" ~ .. ''-'-'" ... . . " v... v... ,""'.... v... v.v ..... Y~I I nil "2 '" "% ~ ~ ~ ~ ~ V~I I nil "% ~ ~ '" ~ ~ '" '" ..........""'... ..... ..... ..... v... . '-......'"'.. ..... v... v... ..... -------------------------------------------------------------------------- I rllc. n~ CCOIITf"~ ........ ........ "". ........,.. ..w... LANE COD III,. Clf" n~1 ov . nc oeD Me'1 ov ODO I nc "". ~ . . . .. ..... .. .............. ......w ,.. . . .....'-...... .. . ... . .......... ~o T ~ 0011 ~ IIC., ?O 0 n ?? 0 f" ....... ........'"'~ ~....w. &...~."" W ............ .. D ~ CIO ~ CC., r::: "% D " ..,......."'" ""'.~..... ..... ... US I ~ COI ~ ?"%"% ?r::: '" C I I '" B ... ............. ~....-...... ....w..., . ......, T 0.419 '" .,"%"% "% f1l f\ ... . .... ..... co L 0.370 ~ ? Il\Il\ ?"% 0 C t ? "% S .. ... ......."""" ........"" .&........ D 0.435 '" 0"%"% '" "% f\ " ..,..........."" v.w -------------------------------------------------------------------------- I~~TER5ECTI a~!: n_1_.. .......... ...., 18.1 (~cc/...ch) 1I/f"_ I I'" ... ... . . . ...,. I ne ....... .. f" .. A- S' 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT .........**.**........**.*.****.....*..........****.********.************* INTERSECTION..WOOLBRIGHT/I_95 N8 RAMPS AREA TYPE.....OTHER ANALyST.......ANDRE GROENHOFF DATE......... .01/Z1/90 TIME..........AM PEAK 1986 COMMENT.... ...ENHANCED LAND USE I NOA 1986 DATA -------------------------------------------------------------------------- VOLUMES GEOt1ETRY E8 W8 N8 S8 E8 W8 N8 58 LT 362 0 520 0 L 12.0 T 12.0 L 12.0 12.0 TH 970 1126 0 0 T 12.0 T 12.0 L 12.0 12.0 RT 0 376 100 0 T 12.0 R 12.0 R 12.0 12.0 RR 0 100 60 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 --------------------------.------------------------------------------------ ADJUSTMENT FACTORS GRADE HV ADJ r= :~G 8USES PHF PEDS PED. BUT. ARR. TYPE ( X) ( %) Y/N NM Nb Y/N Min T E8 0.00 2.00 N 0 4 0.95 0 N 11.5 3 W8 0.00 2.00 N 0 4 0.95 0 N 11.5 3 N8 0.00 2.00 N 0 4 0.95 0 N 20.5 3 58 0.00 0.00 N 0 0 0.95 0 N 20.5 3 -------------------------------------------------------------------------- SIGNAL SETTI NGS CYCLE LENGTH :: 90.0 PH- t PH-Z PH-3 PH-4 PH-l PH-2 PH-3 PH-4 E8 LT X N8 LT X TH X X TH RT RT X PO PO W8 LT 58 LT TH X TH RT X RT PO PO GREEN 23.0 35.0 0.0 0.0 GREEN 23.0 0.0 0.0 0.0 YELLOW 3.0 3.0 0.0 0.0 YELLOW 3.0 0.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS E8 L 0.846 0.256 33.8 D 16.9 C T 0.409 0.678 4.2 A W8 T 0.821 0.389 18.3 C 18.2 C R 0.291 0.644 4.6 A N8 L 0.627 0.256 23.6 C 23.9 C R 0.053 0.511 7.1 8 -------------------------------------------------------------------------- INTERSECT! ON: Delay:: 17.3 (sec/veh) V/C = 0.773 LOS :: C 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT A-Ct; ......................................................*................... INTERSECTION..WOOLBRIGHT/I-95 NB RAMPS AREA TYPE.....OTHER ANALYST.......ANDRE GROENHOFF DATE..........01/Z1/90 TI ME. . . . . . . . . . PM PEAK 1986 COMMENT.......ENHANCED LAND USE I MDA 1986 DATA BASE -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB EB WB NB SB LT 576 0 420 0 L 12.0 T 12.0 L 12.0 12.0 TH 1221 911 0 0 T 12.0 T 12.0 L 12.0 12.0 RT 0 254 166 0 T 12.0 R 12.0 R It.0 12.0 RR 0 100 100 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ .)KG BUSES PHF PEDS PED. BUT. ARR. TYPE (%) (% ) Y/N NI'I Nb Y/N l'Iin T E8 0.00 2.00 N 0 4 0.95 0 N 11.5 3 W8 0.00 2.00 N 0 4 0.95 0 N 11.5 3 NB 0.00 2.00 N 0 4 0.95 0 N 20.5 3 58 0.00 2.00 N 0 4 0.95 0 N 20.5 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 90.0 PH-l PH-2 PH-3 PH-4 PH-l PH-2 PH-3 PH-4 E8 LT X NB LT X TH X X TH RT RT X PO PO WB LT SB LT TH X TH RT X RT PO PO GREEN 32.0 32.0 0.0 0.0 GREEN 17.0 0.0 0.0 0.0 YELLOW 3.0 3.0 0.0 0.0 YELLOW 3.0 0.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS E8 L 0. 967 0.356 42.3 E 18.6 C T 0.469 0.744 3.0 A WS T 0.726 0.356 17.5 C 19.2 C R 0.192 0.544 6.7 B NB L 0.685 0.189 28.0 0 25.4 D R 0.048 0.933 0.1 A -------------------------------------------------------------------------- INTERSECTION: Delay. 18.3 (sec/veh) VIC = 0.813 LOS = C 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT .....***.******.**...**.**********.*.**..*******..*********.************** INTERSECTION..WOOLBRIGHT ROAO/SEACREST AREA TYPE.....OTHER ANALYST.......ANORE GROENHOFF DATE. . . . . . . . . . 01 I 2 1 190 TI ME. . . . . . . . . . AM PEAK 1986 COMMENT.... ...ENHANCED LAND USE I MDA 1986 DATA BASE -------------------------------------------------------------------------- VOLUMES GEOMETRY EB UB NB SB EB UB NB SB LT 80 70 252 91 L 12.0 L 12.0 L 12.0 L 12.0 TH 284 407 188 325 T 12.0 T 12.0 LT 12.121 T 12.0 RT 185 16 26 143 TR 12.0 TR 12.0 TR 12.0 TR 12.0 RR 60 16 26 60 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE CO ( X) Y/N NI"1 Nb Y/N I'lin T EB 0.00 2.00 N 0 4 0.95 0 N 20.5 3 UB 0.00 2.00 N 0 4 0.95 0 N 20.5 3 NB 0.00 2.00 N 0 4 0.95 0 N 20.5 3 SB 0.00 2.00 N 0 4 0.95 0 N 20.5 3 -------------------------------------------------------------------------- SIGNAL SETTI NGS CYCLE LENGTH = 90.0 PH-l PH-2 PH-3 PH-4 PH-l PH-2 PH-3 PH-4 EB LT X X NB LT X TH X TH X RT X RT X PO PO UB LT X X SB LT X TH X TH X RT X RT X PO PO GREEN 4.0 34.0 0.0 0.0 GREEN 20.0 20.0 0.0 0.0 YELLOW 3.0 3.0 0.0 0.0 YELLOW 3.0 3.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. vie G/C DELAY LOS APP. DELAY APP. LOS E8 L 0.073 0.456 10.5 B 11.9 B TR 0.324 0.378 12.9 B U8 L 0.073 0.456 10.5 B 12.1 B TR 0.308 0.378 12.8 B NB L 0.349 0. ZZZ 2Z.6 C Z1.1 e TR 0.488 0.ZZZ Z0.4 C 58 L 0.244 0.ZZZ Z 1 .9 e 19.0 e TR 0.542 0.ZZZ 20.5 C -------------------------------------------------------------- ------------ INTERSECTION: Delay = 15.8 (sec/veh) vIe = 0.961 LOS = C A<f 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ,t-r- ...*......**.....**.*..******...**..**.**.....*******.***.****.***.***.*** INTERSECTION..WOOLBRIGHT ROAD/SEACREST. AREA TYPE.....OTHER ANALYST.......ANDRE GROENHOFF DATE..........01/Z1/90 TIME..........PM PEAK 1986 COMMENT.......ENHANCED LAND USE I MDA 1986 DATA 8ASE -------------------------------------------------------------------------- VOLUME5 GEOMETRY E8 U8 N8 58 E8 W8 N8 5B LT 221 131 371 109 L 12.0 L 12.0 L 12.0 L 12.0 TH 577 75Z 437 299 T 1 Z. 0 T 12.0 LT 12.0 T 12.0 RT 242 131 120 126 TR 12.0 TR 12.0 TR 12.0 TR 12.0 RR 60 60 60 60 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 --------------------~----------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG 8USES PHF PED5 PED. BUT. ARR. TYPE (X) ( %) Y/N NI"l Nb Y/N I"lin T EB 0.00 2.00 N 0 4 0.95 0 N 20.5 3 W8 0.00 2.00 N 0 4 0.95 0 N 20.5 3 N8 0.00 2.00 N 0 4 0.95 0 N 20.5 3 SB 0.00 2.00 N 0 4 0.95 0 N 20.5 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 90.0 PH-I PH-2 PH-3 PH-4 PH-l PH-2 PH-3 PH-4 E8 LT X X NB LT X TH X TH X RT X RT X PO PO W8 LT X X 58 LT X TH X TH X RT X RT X PO PO GREEN 14.0 29.0 0.0 0.0 GREEN 19.0 16.0 0.0 0.0 YELLOW 3.0 3.0 0.0 0.0 YELLOW 3.0 3.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS E8 L 0.182 0.511 9.0 8 15.3 C TR 0.699 0. 322 18.4 C W8 L 0.030 0.511 8.3 8 17 .0 C TR 0.740 0.322 19.0 C NB L 0.871 0. Z 11 39.6 D 29.1 D L TR' 0.775 0.211 24.6 C S8 L 0.366 0.178 25.1 D 21.3 C TR 0.603 0.178 23.0 C -------------------------------------------------------------------------- INTERSECTION: Delay = 19.9 (sec/veh) V / C = 1. 077 LOS = C 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT A -1 *******.****************.....*................**...**..*....**...**.*...** INTERSECTION..WOOLBRIGHT RD/CONGRESS AVE AREA TYPE.....OTHER ANALYST.......ANDRE GROENHOFF DATE..........01/21/90 TIME..........AM PEA~ 1986 COMMENT.......ENHANCED LAND USE I NDA 1986 DATA BASE -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB N8 S8 E8 W8 NB 58 LT 3 399 39 420 L 12.0 L 12.0 L 12.0 L 12.0 TH 27 19 458 552 T 12.0 T 12.0 L 12.0 L 12.0 RT 1 313 272 4 TR 12.0 TR 12.0 T Il.0 T 12.0 RR 1 60 60 4 12.0 12.0 T 12.0 T 12.0 12.0 12.0 TR 12.0 TR 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE (%) ( %) Y/N NI"l Nb Y/N I"lin T EB 0.00 2.00 N 0 4 0.95 0 N 32.5 3 WB 0.00 2.00 N 0 4- 0.95 0 N 32.5 3 NB 0.00 2.00 N 0 4 0.95 0 N 20.5 3 SB 0.00 2.00 N 0 4 0.95 0 N 20.5 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 90.0 PH-l PH-2 PH-3 PH-4 PH-l PH-2 PH-3 PH-4 EB LT X X N8 LT X TH X X TH X RT X X RT X PO PO W8 LT X S8 LT X TH X TH X RT X RT X PO PO GREEN 15.0 26.0 0.0 0.0 GREEN 16.0 21.0 0.0 0.0 YELLOW 3.0 3.0 0.0 0.0 YELLOW 3.0 3.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. VIC GIC DELAY LOS APP. DELAY APP. LOS E8 L 0.028 0.489 9. 1 B 7.6 8 TR 0.016 0.489 7.7 B W8 L 0.869 0. 289 34.0 0 24.5 C TR 0.313 0.289 16.2 C NB L 0.068 0.178 23.4 C 20.0 C TR 0.572 0.233 20.1 C 58 L 0.728 0.178 29.6 0 21.2 C TR 0.449 0.233 19.2 C -------------------------------------------------------------------------- INTERSECTION: Delay = 19.7 (sec/veh) V/C = 0.701 LOS = C 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT A -\ 0 .......................................................................... INTERSECTION..WOOLBRIGHT RD/CONGRESS AVE AREA TYPE.....OTHER ANALYST.......ANDRE GROENHOFF DATE......... .01/21/90 TIME..........PM PEAK 1986 COMMENT.......ENHANCED LAND USE 1 MDA 1986 DATA BASE -------------------------------------------------------------------------- VOLUMES GEOMETRY EB UB NB SB EB WB NB S8 LT 64 359 29 377 L 12.0 L 12.0 L 12.0 L 12.0 TH 62 21 702 550 T 12.0 T 12.0 L 12.0 L 12.0 RT 8 392 309 7 TR 12.0 TR 12.0 T Ii .0 T 12.0 RR 8 60 60 7 12.0 12.0 T 12.0 T 12.0 12.0 12.0 TR 12.0 TR 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE <:0 (X) Y/N NI"'I Nb Y/N !'Iin T E8 0.00 2.00 N 0 4 0.95 0 N 32.5 3 1.18 0.00 2.00 N 0 4 0.95 0 N 32.5 3 N8 0.00 2.00 N 0 4 0.95 0 N 20.5 3 58 0.00 2.00 N 0 4 0.95 0 N 20.5 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 90.0 PH-l PH-Z PH-3 PH-4 PH-l PH-2 PH-3 PH-4 E8 LT X X N8 LT X TH X X TH X RT X X RT X PD PO W8 LT X S8 LT X TH X TH X RT X RT X PD PO GREEN 15.0 26.0 0.0 0.0 GREEN 16.0 21.0 0.0 0.0 YELlOU 3.0 3.0 0.0 0.0 YELLOW 3.0 3.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. vie GIC DELAY LOS APP. DELAY APP. lOS E8 L 0.028 0.489 9. 1 B 7.8 8 TR 0.036 0.489 7.7 8 W8 L 0.818 0.289 30.3 D 22.0 C TR 0.407 0.289 16.8 C NB L 0.050 0.178 23.3 C 23.0 C TR 0. 805 0.233 23.4 e SB L 0.654 0. 178 27.9 D 20.5 C TR 0.448 0.233 19.2 C -------------------------------------------------------------------------- INTERSECTI ON: Delay. 19:5 (sec/veh> VIC = 0.717 LOS = C , -~- .-.....1.. "~il '.'~' ,::".' .L. J. . :.' ~I '" .'....' ',- "0 hi , u ..- ~ A-It lJ . F1: ~~.~I . J. il, lJhJ J ~A lI/ P"- oJE .. " Tot v ~ :: :,; ?; II!' ~ I) .. ' ,." . << ..... \ . . 'I.!_ ..- .,- . .. . . .; ;l ~J. . . \5 . ... ;~l - i .~~ r f I ~ i. . .x I . i' I . / . l~L . -, . . ~ lL 1 I Itr \!j . H ,12 I 11 lu 5 I iJla I J~ it ~ .. .. ~ 4j~ 11 v" b.I - -- '?' ~~~~ or ~ i l'P ~ k1.! "L. J~11~ , ..- -~ i <- ~ ! ~\~.~ ~~ ~: ::', ;:;; ~ ~r I ~ I. ' arton.Aschman Associates,: Inc. I i I I '::. 327.:N.E.~203rd Street.(lves Dairy Road), Suite 207 i/arrl/, Florida 33180 (305) 935-0410: !' . --.---,---,-,,~---------,,-,-,---.,-,,-, . -- -.,. A.( z... , .ProtecllJJbo Ll7"r2. ~ rti' . PlAO / ):) c.. o Job No 110 '7 0 q 0 z.... I , I... 1 .Sl/bJect ~~~N~j) ~D v.~L Sheel_ 01 I ' , . LL.L.~"'~~.. 'r. !,,'I('1 c,.~ 1/1;/:'0 -.---I--.-L .- : : ... ... ..-+. .~_..! ;. ,.. . .1- _ :tV\,t~~ ~\-i"/.~(). U~ ~i 1 . I I . I : I 1 I I " ~ fkttt~!::<{f:-~;li.j '.,: ~ .' ,. ; j : - .. -~. ~ .. l . : . . . . !"~+~~ : ~~ -~t\s;S c~"'- ---I- -; !. !. I ~ 9 : "'AJ..~ : ~~: Ifl' ._~\ --; . f) i I I . . , r , , : i . . ! ~ f'~\ct;), ~ Vqa~: A VV1 l'7fn.lt: +1~ 'i ~ . M) t.:zs; ;.IA S 6 , W p-e~E:. H I::;i..-; j. I EitT~l'J~L. ' l~ t.az, -; ~~ . o~r t:- 13 ~\,A.'" (ze) ,I~ 2.9-0 3q:r- I . j ! I . ,. I .f I .l ~H.L-\W\ : c..,. ~ ""(J t;. l.......'~ , L ~: i'fh . ~IL.I (,0 l\1li\-'\ /.~fo , I '! -1- 1 '~0 7~ 'I I I .; I I :..., \'f.1'Pz. I , I ~71erlCn ~l\ I S ~~OVC1l D.lJS t~ IDTAl... I 7 S I , 4 'Z.. : 4 1;.. ~&+- /I. / ~h Cl 10 AC.-n o~ :J~S '(i;j v.c..-n 0 0 - ec-r.o I L. Z S"' /0 Y\/ t:'V"Tl---o "1'"11 f 'r '. A$5\6/1..) ~YO~O Ui\, IT' o~ ~o:rtc.,... Dl v~--.e-r rAOM ef.'~" IE.~I'- A-7~\6f':) AT 'Pr2. \ \) ~ A--/ S ~:. t...j. , . , I , I - j u f -- c. ... , .....K. IJ.JOOLP,IZ 1(.10,. _ PiA 0 ! 'fJ c. D '" N. I,D 7 0'\ 0;::. Barion;Asch~an Associates,' Inc. I. , ,- :....~. ~\.1~NU.D I.J.I.7vD t.o~L "_~,, ~!N.E.l203;o S;,.ol'(lvo. o.Jry~ad). Sulto 207 ' ,:.'" ~. - ~ '''' -1/'t ""- '" _ "'.. frll~!'i"-'='.~d!,_ 33180 (~~~35:9:4:0 L J: -:.. ; . ,. _ :. _: _ L ! _' JZ.e./ _ \ II'J I"!J () +.tJ~ ~~~~lJ-J ~+Hj T,J 1'=161:>1; ~W1 (ht:l~ lAou O!. :. i I _':A: . I I ni.t_i'A' :_~O.~ . i. ~ ,.. ,W\~.Y~.:r.:: ',.t:... ,. W.f.:J'tC;..'.cS.McLi. -fer\~+'~ l~.'c.rr~' , (0 , ~-$~ *ci QQsIMI~ l5:Io, : ~ . I I , j. - t-o ", I' . e"-tEW"Y\~ . '6, -p~s,s ~.(.. -- - A -/3 . u4+~ J : t~ it. :D , e'/..T.~N~L. . I~ ' fo30 , O\A1 00 ~ A<?,S \ 6 I\.) ~YCl\)D Ui\11T o'F ~o~~ r. .J I - . I \>'> I hI.. ~v.-r( I to?) ~4~ 7-94- I . .T I I ! 1/0..1 DIIJ~ rAOM e}IST teAf,:l(.. f' I .. t. . ~ I <:::K.~ ed-\ : ~()t..;. I ., .. ,. .. r. I ~: '1.,0 .' ... .. , : I - r. -1- . . ! I . I I I i r I ' I I I I I I ~ I I I i I I - I. .Ar$~\6~ A.T "DY2.\ V&Jr;;yS t . .. _.. r . I -r -I- I 17-7Cj .~g ,i0: /hz', q 70io ?4-~ . ^C.." 0 10 - ee-r,e.l L Z ~, 10 \ 7 ~-.;.. .. Tt.1~2 ~TI~~A1S . : . I '~OVC1l0VS. I ~ 1m/;<.: ,CTlQl\.:l '~s- ~y · L o;:::v-r I-?:'C' _ /oJ n C 6tl...~....', . 3artonJAschman Associa~es,i Inc. I I . Iii. ;;; i: I ~627 :N.E.. 203rd Street. (Ives DaIry Road), SuIte 207 i I. 'Mlcl'~Y.'. A6 ~.~~~_~~d~~~~80.(~~5) _~3~~~oL_ _!.. ; _. .~. .. _ .: _ _ .L." ~._ _.. .L. _. . ; I , I I: ! .. ..- - 4 1 .. - .-+- ,. . .. .. . . r- ... - . t r .. . t- . , . I"1\.T~~ ,^^~:'t.~iJ- U~ C~~ . i ; I ' , ' I 'nL.~' . t:::::dJ 'fe1\d.ev...+l~. ~'ft,; .I~;' . -z,.... 10 ~-5~ ~ f2a~IMI~ t,~.k. A -14- .ProIICII~OOt..~t2.~~,.. . Pf.,tO! 'PC,O JobNo \107 ocr Oz... .SubllC" ~);1~Nten t....A-1vD v.~L. Shell_ 01 I " , / ' DII. .1 'l ClIackac:t by . O.Ie ! : ~:. ; 'UV. \/\o...!CiO .~ ! I. f'~\~I;): ~ ~DT . i YV' j Y (EO; Lu C:c..~Dl). y ~.s~ ~ ,:--el.~ ~u a-:-;- . _e~t~~ . ~'t -{{~S$ C~.(, -r ! -- keA.~ I ' I I 't~' 1.9 ' If," : iD. I ; I i ..... I. etT.~'N~L. 1 ~ (17 q 1- 4- o Cr :t 4- A<7.s \ v I\.) ~YON D U)\11'i' o'F ~o:r~-r o "",... , . ; I. I I I \~ 11:7~ ~~ 14~z.-L I ~Aoh. Biqoh I j 'T" I , r i . Dl Vt.-"'.ei I="AOM ~l~" -reffl'(.. I. I. I I . ' I - t ,.- !,. I I i 1 i . 'I. r. r. I i .. ! I I , ! -, I -~ -.. .. j. r ' .. T- . ~ , . t. . , I . t. .. ~ - t A$~)G~ AT i>l'2.\ V~A~{S e:::K.~ ~ i ~O,-+ I ~?-5'" ~1~ i I .! I :\t.. Te.1".5: 'Z 0 , b ~ A7T~O"IS I , ~ 8 i',~0VC110.IJS II +- 9 :U~ IDJAI.c..-J ~..~ 1'2... . )~C:'11 01\,,) \ ., I -} i 0 . P~~-f1;,'i 3 i~ ~t.1- . . i:> ~c.-n 0 J-.) - et"T~ I L J:: /0 '2~ ., 'j,c,/CJ.c l""" ... ..... ""; ._~ t'i ,- M'lb ,I SUMMARY OF TRIP GENERATION RATES Land Use/Building Type .%l"'Irr-fng O=>nter 200~OOO 299~999 G.S.F. ITE Land Use Code 8/3 Independent Variable-Trips per 1.000 Gross Sauare Feet of Leasable Are~ , ; . Average Number Average Size of Trip Maximum Minimum Correlation of Independent Rate Rate Rate Coefficient Studies Variable/Study Average Weekday Vehicle Trip Ends lin h 01 0 l? Ii . ~q ? ~Ii Peak A.M. Enter 0.4 O..'~ 0.2 ~ ?7R Hour Between Exit 0.2 O.~ 0.1 ~ ?7R of 7 and 9 Total 0.6 0.8 0.3 ~ ?7R Adjacent P.M. Enter 2.1 2.7 1.6 7 ?l1l Street Between Exit 2.2 ~.O 1.0 7 /h1 Traffic 4 and 6 Total 4.8 7.2 .~. 6 lli ?1..17 Peak' A.M. Enter 2.0 2.6 1.8 1.1 ?liO Hour Exit 2.2 ~.8 1 C; Ii ?Ii? of Total ~.q 6 ~ ? ~ lr:. ?~1.1 Generator P.M. Enter 2.C; ~.2 2 0 7 ?li7 Exit . 2 7 ~ Ii 1 Ii 7 ?li7 . Total Ii ? 7 R ~ a ?n ?.,~ Saturday Vehicle Trip Ends 71.1 ? ql.1 , c;~ ~ 1n ".,7 Peak Enter ~ c; 1..1 1..1 , 11 I:: "(:.1"\ Hour of Exit ~ ~ 1.1 1.1 , ? h ,,1::1:: Generator Total (i R R 7 1.1 7 h ?I::n Sunday Vehicle Trip Ends ~? ? t:;7 1 1::" 11 ' A .,.,(:. Peak - - Enter n h n A n 11 ? ?7A Hour of Exit 1 1 , R n 11 11 ')t:::c::: Generator Total 1 ') , t::: n ~ ., ')7Q Source Numbers 3, 1 3, 1 1.1 , 1 9 ~ 4R) wo 5LJ 59, 7? iF- 77, ii=: 98, 100, ... J , , , , , 1 1 n , ') 11 ITE Technical Committee 6A-6- Trip Generation Rates Date: -19-7...5.....291-9.. nCv~h_l9.5~...__._. - . ___._u_____ . - . - --- -- .. ---.- - -- - --,- - .......~.. J . ~ ~ . j : '. ~ " . '. A-10 o SUMMARY OF TRIP GENERATION RATES " Land Use/Building Type Low-Rise Apartment ITE Land Use Code .;J?, Independent Variable- Trips per Dwell1ng TTn1t: Average Number Average Size of Trip Maximum Minimum Correlation of Independent Rate Rate Rate Coefficient Studies Variable/Study Average Weekday Vehicle Trip Ends h h o ? C\ , ?? ..,CII Peak A.M. Enter n , n ~ I n , "? "" Hour Between Exit n 11 n 7 n ? "., ..", -' of 7 and 9 Total 0.15 O.q O.~ ?4 ?flO Adjacent P.M. Enter 0.4 0.6 o.~ ?~ ?" Street Between Exit 0.2 0.4 n , ?~ ?" Traffic 4 and 6 Total 0.6 0.0 o 4 ?U ?no Peak A.M. Enter 0.1 O.~ n , ?11 ?11C\ Hour Exit n 4 o 7 n ? ?ll .,hl: of Total o h n 0 n ~ ?l: ?It, Generator P.M. Enter . n 11 n ,:; n ~ ?l.t ., Ill: . Exit n ? n l1 n , ., JI ., Ill: i Total n 7 n 0 n l: ." ..,..,0 Saturday Vehicle Trip Ends 7 ? o ., 11 11 ." "''''lQ = Peak Enter n 'J n h n , ..,n ..,., , ~ Hour of Exit 0.1 0.4 o ? ?O ?~, Generator Total 0.6 0.8 n ~ ?, ??R Sunday Vehicle Trip Ends 6 1 A A Lt .? ?, ??A Peak Enter O.~ n 7 n ? ?n ? ~, Hour of Exit n.~ n " n , ?n ? -:(, Generator Total n h , ? n 'J ?, ?'JR Source Numbers 1l. 2l. 71, 98, 110 ITE Technical Committee 6A-6- Trip Generation Rates Date: ...l.9. 8 2 __________~ .___~ --- -.--------------.- )4.-1+ m-Aschman Associates, Inc. 1.E. 203rd Street (Ives Dairy Road), Suite 207 , Florida 33180 (305) 935-0410 Project ~.0Me..~e..lbHI yJIA \)/PC-O JOllNo,1103 ()q at:. Subject \ C! ~~ wi ervH~~y\'d/Jr;heet_ of Mllde by A-&, Dale I / !; Checked by Dale l'i ct 0 . ~ \/\C\/o...O vOOl-~ ;e1.6}1'J ~ ~'W e-n-l I (,q.;-~) P<'^"-- o ~ ~ J J ~ V-.J& Q ,\~c::,) L 0 '- \~8~ r "2.4- " ~ \)~~ ~~ J~L @1-2' 1':7/" -9 0+ w'fb Z-cz. -1 /419 ~ 0--, .... 'PY\I\. ~ 0 - 13,-~ f r tlrs' Ii, ~ \) C) l\ \t- - .sV,)~ I i I ~ \i'\ ('\ ~ I\J \J " "- 8N8 tn ~ Te Il~ (;I. Ti o-N , e.es / ~GrVll c.k. 0<<1 u.. .5\.....oJnJ ~ ~ ~~, ~~\\~ "'\.\) ~ 'Q ~ L,~~ ~ '0 ~ ~ ~ ~ 'L-4o ~ "\9 ~~" io r ...... " ~ 4.t 7" j J ~ d l~ rL 1 ~ t: IS' J t ZtJ)~ f IOloJ \ T ID~ ., ~ 1010 ~ ~nn \::J 0 ~ P 'v\.\ ~ t"'I '"' :-\ V ..::., QJ \.......1 ~ ~ ....... r-l I\) ~ J 1 ~ C t.iJ (IS) 9 J \ , V" ,: /., - r~ ; -~- -rJt\.,c. ~n~ \D v, <:I ~~L-:::.t .........--.."'"' .... ''''' ~G6 ....C'\ ~') '() ..... ...... l;) ) .L lv [ =7DJ ( z.) j 8 ~ ~ <.4lq4) [4'-1 t ~ ~ '--' ~ L...J {jf'v\ 'L- \0 I (f. )8 ':> J 1 ~ ----- -- ',- ., ''0 I ~ arton.Aschman Associates, Inc. i27 N.E. 203rd Street (Ives Dairy Road), Suite 207 lami, Florida 33180 (305) 935-0410 A -1'6 Pro/ICI \..uG'(;(.. ~ lZ 1(,.""'''''' ('fA iJ sUbJ1C11 q~ ~ wI f }....J ~ VJ.-r\) c.e.. Made by ~. . Date II [, Checked by I ~ 1/'~/q() "";OOL ~ 12.\6n1" ~ Sow S "'tJ1 lQf(P ~A-.s~ ~ 1~16 ~\~ A-v'-'\ ~ N..~C"\ 'L ~~ ......\D\\) -- 1"b9 ~ Ii J. l r4zA- ~ ~~J ~ t ( \~l~-- IG,I~ r\ ~ ~ ~8 'M''; ~ ~LJCJ S~ N\ . "" "') N\ ~ 1. ! ~ _. ~\1A10C('2;v l~tl (,.Ax. T i'Z.)"'" e, l4-S ~ -~e ~ [~6lZ0.J. t L--z.B ~ ? G _.fY\t ":I. ,"" \j M ~ " " Jll '^" '6 C( 'Z.. J 14- It? -;;J ~4-~ SIo.J~ ;~ r1 '-:-1 \J \D ~ \)- \l ~ L::..L.J~ I'l.. - t.., -- - ~ J. t ~ Job No t i a'; OCt at. Sheet _ of Date I '1 '1 D "'- 53- - 1"?2.S fr 1 \ & "I i (- ~ \) I., ~ ~~ ....... It..- Bt. [ t..S"? :7 -g-;. ~[tq,-J ;,\ J " - t"!7 1 \) ~~ IL-111 ~~ ...... l\J E::- I z, s;-s ) .J., ~ C 4~4- 92.. J I 'Z.$B -7 I Z-/ ~ 10.,. A <- \ C\ G b +- E I';)}. IH'?0 C::~,)) P'/2.(;'Jfcr 2jr ~~~ t V I~\ ~ ....... A 1 { L 3Ct '- M ....... 'V ......, "'-\"'4- l\J~~ t... ~ J J. l;. r lIB ~ls' J ~ 1 r \~, ~~ '\j.. l, ~ "2.. A ~ "h ';j. ;;;;""'~ .............. ~ ~ A -Iq Prolecl I).,) OOL ~ /21 G H~ PU DlPc.o JOb No 170'"$ a:t ~ ~ Subject i~ Be, ?bA)'D'I1010~ Sheel_ of MMI. by ~ Oal. y'~ Ch.ckMl by Oat. r 't t:t D ~ \/\G\ I ~O ". ,WOOL. fZ.:1e16 M" ~ 1-~.s 5ou..11-\ (\..iJ~ 1" c;, oe) :arton-Aschman Associates, Inc_ 627 N.E. 203rd Street (Ives Dairy Road), Suite 207 lIamly F10rlda 33180 (305) 935-0410 . . . (\C\ ~~) ~, (.Ci a ~ ) p'~ () a 0 o :::: ~ 14.39 ~ ~I040 J ~ r Zo 9- J. ~ ..c:- Z -= I \t..lt.. ~ l~s1--;. o~ o~ () t ~'"i"'p..l ~ j') 01\) ~~/sc.Va.. 6~.(,~ u~ ~ ~Q \.~ ~ f\J I\,j d <!:- 30 ~ J ~ZC>lo d ~ '!I51D 'Z~ 70 -7 '"b~}r '30 )0'-" lS ~D~ z. S"l.-:J. IOI(J~ 'i\:\ b '^^ L..J -.. ~ ~ N "- d ~ \-z..L1.b)[z.. Q GI~J(~) ~-; ~ [~] Ct.) '38~ ~ ~ yJ~ -;;\' '-.) ~ d ~ 7b(.4)[10] C 7fo](t.o) 3Z. ->;> ~5)(14) 19 4. 00 ~ ets/sC-\--\/c..i-1 (00) o'rn,: L [ooJ " '1C:.~-r~,- ~ ~.. wtr'l><-~ f2,.1c,. t1\ i. !-~~ SO. (WC::.~'T) l4t~ [l;i1-Se VvII ).,)l,(S ~ lIE: /J. - Z() Project i.U bf-' uz" rz. I r, H,.. ~ z.., 1'/ rt.D Job No.i i b ~ 0 ~ .6 z.. SubJect ! t1 ~ ~ U.j 1'0 i) I il Cl1\...l ~ Sheet _ of Mada by ~ Date I I $ Checked by Date I '1 q 0 ele\J \/\'3 /qo . ~ iarton.Aschman Associates, 'nc. !e27 N.E. 203rd Street (Ives DaIry Road), SuIte 207 I'flaml, Florida 33180 (305) 935-0410 !Nt!, AVvt 4 S' :. f; 1(; rP- (\.). 0 ~. ::: '- r;go ,j l. ~ z.oB , ''Z.e~ ~5i- -:J. ~ PYV1 G) "5' Sl!. o~F ~~ \Of\) J ~ ~89Q r Z:;I lo.J6 \ 4l/? -, 5"38 ~ '1'5" 9~ ~ c:\, ~ ~6 O~ ~ ~ ~ tL ['I~J 8;-, [4-JS'D~ ~z. sf :,~J ~f.J ~ A1Jc.~ Li~c ~~e. le'pS 11 ~ ~ - "" J. ~4-1 ~ 43J (1~3 J l6--T I C ~4-J I~-:}.. ~ -ro ~'- PM ~ It\?~ q, () 0 +- o--'\t l.n ..... ...... ~ 14.-cil !f,.)H~~ \D ~ ~ 10~<1- J ~ .r:- Zo ~ P~JJlc-r d. ~ '-"Z~I .,.. 1224--;> I G:1 '2. 0 -"'> t? 0C) ~ 4- \ I ~- A -Z-l PtoIKIWf)'.Lt7rz..\f...H"f t)lA D)'PL D SubjKt ~ ~0 W:::n\Jtnl1 01U7 Midi by P<:> . Dill I / $ Checkld by VaV I/If1 /"to · ~Ob No.1I D 3 C ("f 0 1- :m.Aschman Associates, Inc. ~.E. 203rd Street (Ives Dairy Road), Suite 207 , Flo~da ~1aO (305) 935-0410 Sheel_ 01 Oall I c1 '1 D WCVl..:~,.a 16H-r e. I-~S' ~",,"12.J1...l &Y\~I) I (\'1. C1~) A yV\. 6ctJ--~) P01 ~~ ~()I(J~ q '5 ~/()~ L ~?~ '-- \I~o Iv~ ~$"l--.JI qi-l --=t :~ ( : rt.. ~ ~ ~ fL zS-4- t;:.- eGG sc.:,6 -:J 12.1..0 -~ ~ (' ~~ q $' ~OIOf-:r ~S' ~/ar-"f \)\ Snll2>L~7J ~ ~/Sd..ld, D'..(l~ c- \b..+~ ~S-k zo~Jt ~ s- 7~ ~ 00 ." ...... ~\olc ~ 2..0 k Z~~ ~o \ OloJ ~ /0)0--7 lolo~ ,~ ~ -c '- AIM. f7 Jl..-t (~) (:>)5\ Jl [1Z,] (\) 13 ~ T2.f,';/c.\AjC. , ~ ~C.7)U 4-1 '" ~ ~ C ~ G ~ \~ U')@b] [z5](\4)Z-S-J GQ (c,) ~~ ~ ~ v,'l l:(. ) e:. n~ I l.. "0 r >\,,1 , ".1 '-) Project W()O(..'b1l/6h or y:u iJ I fJ(..j) Subject Iqet? t.tJJtjJ) I i7o-AJ '!; .. Made by A6 Da;~ \ / S Checked by ~ \1,tA/~() . A-z-'l.. Job NO) '? () S oC; () l... m-Aschman Associates, Inc_ tE. 203rd Street (lves Dairy Road), Suite 201 I Florida 33180 (305) 935-0410 .. . Sheet _ 01 Oetel tj Ct 0 .'J'D'OLb1e..lc..~-r ~ I-q S" UO'ejl.{ LU'r$T) A1Iv\ \4 (I..:, ~I UI.4. C, ~)-rL. vaVVl ; ~/ON 0/ 0 ~ tv w6 . L Z54- ~ soG IZ.1' wr; z.~ I J q4~~ lit.... ~ "? ~ 1~IDq~ ~ ( - tr\~ ~~ qs t)!QPf 5"04- -.-J ~ ( 11 bh~ ; ~ 'l) \~~ ~ )1l!d f"P ~HI~ct!) l.,~D \.A~t TeAt't, ~,,['Z.~) '"- 10 [i5J (4)~'"}-1I r') C 4-'1) 'Z. ~ .J ~ ['0"")11-->'1 .~ liq) ~-7 ....... ....... ~ IV) r~ L:J 't}: ~ k\11. ~c... prv1 -e::rv\..1 "".1.) (. (::.1:> L ~+" L./tUD V1 ~(.. "- Z S"" 4- ~ 1\2,.{// \ &\ t' ~911 :'02-- ~ ~r S~0 -Y \ ( ~ =/0 ~ 17l.i--7 ~a ,9 '-' ~) '- ~~ J. ton-Aschman Associates, Inc. N.E. 203rd Street Oves Dairy Road), Suite 207 .", Florida 33180 (305) 9~10 A"7.3 Projecl \A){)b~e..\G...""'i 'Pr.J D(:ic..f) Job No \ i D;, o~ O't..- Subject \ c:q ~~ Lol\) 'D,-n tYf..:j ~ Sh..I_ of Madetly A6. Oll.~ Checkecllly Oil. I tt q D . ~I&\J . \ / t "'- ) a... 0 WOO~b 2,\c;Ml' 6. ~~~'oe!-~'T , lq i'(.. ~ rJ VY1 Q ~ Ii.. ~~ -L- 1"!11 L IG:, 1i:) ~~, " \J "- ...... ~ l}.. ~ 4 D$" J 1 ~ ~14o i ~ L -!l1~1 \t..J~ c- 10 wI'?; ~ ( ...J l') 1 r 1-1..:::;" -1' lir e.s~ --7 ~~~ s19~ ~ ~~ la~~ Z4,~ ^", ~ " \1, ~ sc... Dl~:;ilZ ItJtA710N Sc.. l='~ P'a-' ~ M D)11, A1M - "- - ~ J ~" J '=- I s:'" Y; J , :,~J '} "+~ $p ~ \.D \J) 1) 1(0 --:l. " ..., 0".. iDTI}t.. Pt2-0:;tC'i -\'(~1.~ \C- ~o ~ 1001.-) I. < z.'~ ~ ~~ 7 I Ol> 10 zr. i, Z.~/o 2.(,70 Plc..TJ2./ b~170)0 )?i~ ~ "to'lA-l. ~'Pl.lT f.~ tl.i'e.:rH) I.~'O {~ lozl J .~ ( ~?.$./6 ~I) 1 -7' IJlJi.0 \ 2. 'Z> .... I, ~ :; ;r~ U ton-Aschman Assoclate~, Inc. , N.E. 203n:l Street (lYes Dafry Road), Suite 207 nl, Florida 33180 (305) 935-0410 . .. . A-2.4 Project !.UQDl..,-;eU;I-1T 'fJIAD/ r'C.D Job No l7aj o'ia t- o Subject \ Cl. 3' b Co-tu 0 ) 11 en,:) S Sheet ~ of Made by 1\& oate~ CIleckedby Date 1'1 'to ~\.~la'O \1\t'A.../~o , . l,A)OOl. '\> e lG ~-r ~ ~C '2.ft:.j'" w~ ~~~ .......jII) ~ l l, o.VV\ \ ~a- ~ 'NIl z..J\.\ ~ ~l"'€ r>>1 \0 0-... ~ -L- I~{ ",,\}o.~ ...- 71.$ ~, j i L~ r I~I f l '1 ~ ....J '1 t r ~ ft:,J, -; rJ\ C'f... () 2.t.1'- - ~ ~ "l ..J. " '\..- l (p '--3q~ r +0 ~~-1 z. 7' e, ---::p 11B -- J,. ~ '- ., ~O II. 1 t... 3 ~$" ~~ 1+ !,,;~ It I ~\\a\$ ~~~ s~ 5<!..- ~~~C~D l,..~o l,.A. ~~ -ne-Ip!l 0 ~. 1L \O~ z.~~ ~'5 14-~ I $" -:J. ~ ~ c.-$ 4:- Z f.. ~ 00 <\-I&' 1VT"j'j l 'ctE b \Otr--\r\ L- 1'7:;,1 ~\n ....... wit rvl-'lm.>CC'? '\) q- <) 40-- 7 5" 'Z.. ~l\J ~ Eo-- 401- "f\J _ -,1\ L. i+1J \) \A ~ €.. J L l d j. l7 r -:J. 0 .r 1-::'1 80J 1i) z.z.;-.J ~1 r 2$~~ 5' 1}--;; I\J ~ \Sl .......M-.() I B<5 J.. !n~N 2... 4 ~~ r1..rf)t\J ~ - N)~........ 1 /J. ~ z t:5 PnljectWoal...'bQIGrtT i 'PtAO/PCO JobNo'1D~ 001 Dt. IubIeot t '1.. ~ to Co-Jo..Jo 'i1 07'J > Sheel-r- of MlIdeby A<:R, Dat.) I fI Chec:kedby Dal. l Cf10 '. ..et.!Vt~ II, &t / ~ 0 on-Aschman Associates, Inc_ N.E. 203rd Street (lves Dairy Road), Suite 207 II, florida 33180 (305) 93!H)410 '. '. . WO"t)c.....~,eLG.M"'/ ~. GO"r\J~$5 . Q~ ~ (.,) ~ ~ ~~8. ta J l' 1'\1 '4--rJ(i.. ~~ ~ L ty ~ ~~ ~ ~ I') , j 1 l. L ,;l:; '- 10 r ~q-:} ~ --1 t..:t ~ I ~ fJ..e5/~/5~ ~" 'C- ~~ L., \, C S" 76 r ~\o AM ':::"' \.:::J ..-. rt.. "-J N) -l,. ~€S/SC-~/clo1' ')'ff I (! t '(I f";'./ (. w& J 1 r- \1)~....... t-)~~ ~4-J ~z,~ 2"-=;.. d g1..)C;, Go tJG. t) '~l bVl 71mV otf,u. '\.oa ~ Llolo ~ r ~fc, r ~\13 -\- 3 ~z.. 0-- -z.. I r 3>0 c..uG ~r(' ~~~ ~N) IU .f~ ~~ I- .t, ~ ',-ls~o ~ r 510 T~) P s ~ 171 (I )['3J ~ 1',(, )[; l r ~ "'"" ~ ';1 L.:..J r 5/0 ~ ~ -.... \:> ~ p/1ll ~ I::- & C~) C~~J .c fo (1;) 0 ~J r ""'t '"" ~ '--" Q IC:;