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REVIEW COMMENTS J-t-~012tJ.,1 Ci=~ I--l'J '-- MURRAY-DUDECK & ASSOCIATES, P.A. TRAFFIC ENGINEERING CONSUL T ANTS I am pleased to submit subject project. The report findings and recommendations. the Traffic Impact Analysis outlines the evaluation and Report for the summarizes the September 28, 1987 Alan Miller, Vice President Intracoastal Developers, Inc. 70 South Congress Avenue Suite 201 Delray Beach, Florida 33445 RE: Traffic Impact Analysis Report For The Proposed Citrus Glenn Residential Community Located On The Eastside Of Lawrence Road & About 1.0 Miles South Of Hypoluxo Road In Palm Beach County MDDM Project #87-0076. Dear Mr. Miller: I appreciated the service. Please advise required on this report. opportunity of providing this traffic engineering if further information and/or clarifications are Sincerely, ~----:////:?/~ Daniel N. Murray, P.E. DNM/cz L MERRITT ISLAND OFFICE, 100 PARNELL STREET · MERRITT ISLAND. FLORIDA 129Sl · (lOS) 459.2905 J CORPORATE HDQTRS,: 7301-A. W, PALMETTO PARK ROAD. SUITE 302-A. BOCA RATON, FLORIDA 33<433. (30S) 391-MDDM ~ MURRAY-DUDECK & ASSOCIATES TRAFFIC IMPACT ANALYSIS REPORT ON THE CITRUS GLEN PHASE #2 RESIDENTIAL COMMUNITY LOCATED ON THE EASTSIDE OF LAWRENCE ROAD ABOUT 1.0 MILES SOUTH OF HYPOLUXO ROAD IN PALM BEACH COUNTY MURRAY-DUDECK & ASSOCTATES Prepared By: o<!J ~ A/ ~~ L- Daniel N. Murray, P.E. 9P~7 Date MURRAY-DUDECK & ASSOCIATES TABLE OF CONTENTS ================= Page In trod uction. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 Site Location Map -- Figure #1. ...............................2 Planning Data................................................. 3 Trip Generation and Distribution..............................3 Traffic Assignment........................................ -.....4 Trip Distribution Percentages " " " Figure #2....................5 Figure #2A................. .5A Development Daily Traffic 11 " " Figure #3........................6 Figure #3A..................... .6A Existing + Development Daily Traffic -- Figure #4.............7 Existing + Development + 50% Background Daily Traffic -- Figure #5.....................8 Full Land Use Build-Out Daily Traffic -- Figure #6............9 Development Access AM Peak Hour Traffic -- Figure #7.........11 Development Access PM Peak Hour Traffic -- Figure #7A....... .12 AM Peak Hour Traffic Figure #8. . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 PM Peak Hour Traffic Figure #9. . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 Highway Capacity Analysis....................................15 Highway Link Capacities -- Figure #10........................16 Existing Highway Geometrics & 5 Year Highway Improvements Figure #11....................17 Traffic Performance Standards Category Evaluations...........1B Traffic Performance Link Categories -- Figure #12............19 Comparison Of Existing Zone To Proposed Project..............20 Fair Share Traffic Impact Fees...............................20 Required Highway Improvements...........................2l & 22 Appendix "A" -- Highway Capacity Analysis ~ MURRAY-DUDECK & ASSOCIATES INTRODUCTION ------------ ------------ A 28 (+/-) acre parcel of property just South of Citrus Glen Phase #1 located on the eastside of Lawrence Road & approximately 1.0 miles south of Hypoluxo Road is being proposed as a Single Family-Zero Lot residential community. The development site plan has been identified as "CITRUS GLEN Phase #2". The project has two accesses, which consist of one into the Citrus Glen Phase #1 roadway network and the other driveway intersects the main school access, which intersects Lawrence Road. Also, Lawrence Lake, a minor residential development located just south of the School site, is included in the analysis. For additional background information and details, reference should be made to the Site Location Map -- Figure #1. To ensure that the traffic flow and safety issues are properly addressed, the City of Boynton Beach requires that a current traffic impact analysis & report be undertaken to address the traffic generated by the proposed development and its effect on the adjacent highway links & intersections. As a result Murray - Dudeck & Associates, Traffic Engineering Consultants have been retained by the developer to investigate and determine the traffic impacts created by the proposed Citrus Glen residential community. In conducting the traffic study, it was necessary to evaluate the existing highway network and their associated traffic volumes. Then the development traffic had to be determined and assigned to the surrounding highways. Consideration of adjacent trip attractions and trip productions was important in examining the development trip patterns. This includes traffic from Citrus Glen Phase #1, Lawrence Grove, and Lawrence Lake projects. Traffic data from Palm Beach County and the Florida Department of Transportation was utilized. Also, the map & graph data published by the Area Planning Board was used. Furthermore, an inventory of the adjacent highway network was undertaken. Likewise, detailed 24-hour machine counts & peak hour intersection turning movement counts were taken in conformance with City data collection requirements. -1- ; ;;;: ~ , "'" ~r. 1\.' I i~ , I " 0 · I "I :..: ;~If~:~~ ~ ,-- ..... I .' r,iJ~~ '0.\- -J""'-W I l~ .1' - ..' . ~. . I __ '. =---_ I ~:::t:J3. , I~ 1 . ~~- . ~ l ! """ I" :-4.., . ., =:.. '=" ;~~': :".~E ~...~; ,~ra ~ '": . I' . . il U. i4~. ~,' t,., _ ,I' ,.,. r.;r: I ~. ~ ~..lS:;;I,~~ '1 ~ .q ,;;~ , (><,~,aJl1_~. rq: 1111 . I ~ ~ II ~ !~" ii, .~~~ .II~~ 1iI1' ~ ~'J~) ~ -~ N '"' ~ ,,:., IL 'll::i T - ,,' ,,' . ~ ;: , I lilJ3itlJ.iIDUi . # ~, ;:: ~~, ::~1fiU I . . T , I · Fi i.jij.\j\ I' ~ _ 1-11' ~lli~U r:' I ~I ~fol!D~r. \ 't' 10 I 111 ,"I""'f-w1lff ~~.-!.~ .,." II. , .,;,. U!!!Il&'l! '~ ' 1._ ...1_' ~ ,llll "1~ .- ~;"i ~ l ~ -, lliu' ~f\ -~'11~ ~ 'I',t....,.' ~Vf....\1 . : NO.4 l "~. t:.f f .~1 ii ~,\ ' ~ I~' III fn~~~~ - ID. I ..... ~f11 ~ . I tIltl 0$ ::r:;r,- l ".N' -I ~t'r''''1.i!?' : ,. -y, \ tn - ... 1ft 0 ~ s ~ ~ . - ~ . ... t l'lII I t"" 0 n .. ... I-< 0 It -= :II: i I .. II) ~ I . )- 0 ~ ~ I .. . '" z .. > WI . ~ ~ z . ... =- o . .. !l ~ ~ ... -~_._~._----~-----_.- ~_._... ~ MURRAY-DUDECK & ASSOCIATES PLANNING DATA ------------- ------------- The Traffic Engineering Impact Analysis was based on the site plan prepared by MSM Architects & Planners. Specifically, the site plan reflects a proposed Single family-Zero Lot residential community. The following data describes the site data of Citrus Glen Phase #2 development & the adjacent Lawrence Lake project. ::::::::::::::: :::::::::::::::::::: ::::: :::::::::::::::::::: ::::: Single Family/zero 10t.......................l06 dwelling units Lawrence Lake......~..........................33 dwelling units Recreational Racquet Club Facility 2 tennis courts on Citrus Glen Phase #1........................1 swimming pool Access a. Residential collector street thru the property b. Direct access onto Main School Site Access c. Indirect access onto Lawrence Road d. Lawrence Lake - direct access onto Lawrence Road ........ ....... .... ..... ........... .... ..... ............... ...... .. ..... .... .... .... .... ....... ............. ............ .......... Other pertinent data that was researched and evaluated includes the inventory of the highway links adjacent to the site & within the zone of influence. Likewise, the traffic activity at the adjacent intersections within the 1.5 mile zone of influence was recorded during the peak periods. Trip Generation and Distribution -------------------------------- -------------------------------- In determining the trip generation development, it was necessary to use Institute of Transportations Engineers Edition Publication. Based on this data computations were made: rate for the subject the recently published Trip Generation--Third sources the subsequent .. ...... ....... ............... ...... ... ..... ....... .... .... ...... .. ............. .... ..... ....... ..... ... ..... ... .... .... .... ...... TYPE OF FACILITY UNIT SIZE TRIP RATE DAILY TRIPS Single Family Lawrence Lake 106 d.u. 33 d.u. 10 trips/d.u. 10 trips/d.u. 1060 trips/day 330 trips/day ::::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::: TRIP DEDUCTIONS Recreational Club = 2% x 1060 = 22 trips/day :::::::::::::::::::: :::::: :::::::::::::: ::::::::: ::::: :::::: ::::: RESULTING EXTERNAL TRIPS = 1060 - 22 + 330 = 1,368 trips/day .. ... ....... .... ........ ................ ........ ........ ......... ..... ....... ............ .... .... ............ .... ........ .... ..... -3- ~ MURRAY-DUDECK & ASSOCIATES To determine a realistic traffic distribution pattern it is essential to undertake a careful review and evaluation of the surrounding developments within the zone of influence and to relate this data to HOME BASE TRIP PURPOSES : Work Trip Shopping Trip ,School Trip = 30% = 18% = 10% Social/Recreational Trip = Business Trip Other 21% = 12% 9% = Also, the characteristics of the highway links were reviewed to estimate the most logical route selection. Based on the previously indicated factors, a compilation of trip percentages was derived as displayed in the Trip Distribution Percentage -- Figure #2 & Figure #2A. TRAFFIC ASSIGNMENT ------------------ ------------------ By utilizing the trip distribution percentages indicated in Figure #2 and Figure # 2A the development traffic for Citrus Glen Phase #2 and Lawrence Lake on each affected highway link within the area of influence can be determined. The computations are depicted in the Citrus Glen Phase #2 Daily Traffic Figure #3 and Lawrence Lake Daily Traffic -- Figure #3A. So that the existing traffic conditions and the resulting impacts due to the development can be properly evaluated, it is necessary to determine the daily traffic levels on ALL HIGHWAY LINKS within the zone of influence. This data is depicted in the Existing + Development (Citrus Glen Phase #2 + Lawrence Lake) Daily Traffic -- Figure #4. Since a realistic build-out for the project is 5-7 years, it is important to evaluate the estimated background traffic, which are trips to be generated by other approved projects. Standard practice within Palm Beach County is to reflect the 50% estimated background traffic. This data is depicted in the Existing + Development (Citrus Glenn Phase #2 + Lawrence Lake) + 50% Background Daily Traffic -- Figure #5. As a special requirement of the City of Boynton Beach, it was necessary to evaluate the traffic conditions, assuming full land use development. Thus, the Palm Beach County calculated full-build out daily traffic data & the development daily traffic for Citrus Glen Phase #1 &#2 and Lawrence Lake are depicted in Figure #6. -4- ~ MURRAY-DUDECK & ASSOCIATES CITRUS GLEN PHASE #2 --------------------- --------------------- TRIP DISTRIBUTION PERCENTAGES ----------------------------- ----------------------------- NORTH Figure #2 ~ 5% 2% Melaleuca 1% 1% Lane 7% 2% 2% 1% Lantana 1% 2% 2% Road 5% 4% 2% 6% 5% 5% - Hypoluxo 2% 8% 18% Road 15% 8% 35% 10% Jog Road 5% PHASE #1",,\ 5% 15% Miner Road 40% ~ 10% 5% PHASE # 2 ,... ~ 45% 15% 5% 22 Ave 30% 5% 5% Old Boynton Beach Rd. 5% 5% 5% 20% 10% Boynton Beach Road 10% 10% 1% Lawrence 5% 4% Road 5% Military Trail ***************************** ** NOTE: 5% Internal Trips ** ** To School ** -5- ***************************** Congress Avenue 1-95 ~ MURRAY -DUDECK & ASSOCIATES LAWRENCE LAKE ------------- ------------- TRIP DISTRIBUTION PERCENTAGES ----------------------------- ----------------------------- Figure #2A 5% 2% Melaleuca 1% 1% Lane 7% 2% 2% 1% Lantana 1% 2% 2% Road 5% 4% 2% 6% 5% 5% Hvpoluxo 2% 8% 18% Road 15% 8% 35% 10% Jog Road 5% 10% Miner Road 45% School 50% .P7ZJ SITE 50% 'h 20% 5% 2 30% 5% 5% Old Boynton Beach Rd. 5% 5% 5% 20% 10% Bovnton Beach Road 10% 10% 1% Lawrence 5% 4% Road 5% Military Trail ***************************** ** NOTE: 5% Internal Trips ** ** To School ** 1-95 Congress Avenue -5A- NORTH ~ 2 Ave. MURRAY-DUDECK & ASSOCIATES CITRUS GLEN PHASE #2 DAILY TRAFFIC ------------------------------------ ------------------------------------ NORTH Figure #3 t 52 21 Melaleuca 10 10 Lane 72 20 21 10 Lantana 10 20 21 Road 51 41 20 62 51 51 Hvpoluxo 20 82 186 Road 156 82 360 103 Jog Road 51 PHASE #1, 51 154 Miner Road ,,) 411 103 -, 50 PHASE #2 --- :........: f--'I 463 154 51 2 309 51 51 Old Boynton Beach Rd. 51 52 51 206 103 Bovnton Beach Road 103 103 10 Lawrence 51 2 Ave. 42 Road 52 Military Trail ***************************** ** NOTE: 5% Internal Trips ** ** To School ** -6- ***************************** Congress Avenue 1-95 MURRAY-DUDECK & ASSOCIATES LAWRENCE LAKES DAILY TRAFFIC ============================ Figure #3A 18 7 Melaleuca 3 3 Lane 24 7 7 3 Lantana 3 7 7 Road 17 14 7 20 17 17 HVDo1uxo 7 27 61 Road 51 . 27 119 34 Jog Road 17 34 Miner Road 153 School 170 ",..".. SITE 170 "//rTT 51 17 2 119 17 17 Old Boynton Beach Rd. 17 17 17 68 34 Bovnton Beach Road 34 34 3 Lawrence 17 14 Road 17 Military Trail ***************************** ** NOTE: 5% Internal Trips ** ** To School ** ***************************** Congress 1-95 Avenue -6A- .. NORTH ~ 2 Ave. , .- ::; ;:; .". ". II ~ ::: .... _ I'i .;, '. \.~ I~ I~ I" _ .. "'\ij)j r """jiI h ~ ~ . ".1'1 , , ,""','"" ~I~"~\ . .. 't\' ~.- ' ~...., ....' ~ cO ~ ~::' c ~ ,: . \~, . ,II ~:::: ~fm1<li , . It" ...; ~ ~ ;;, .,' v..I' ,!,,\ ..." "i\\Il.:i" ;"" , 1 \'i::!:..Q'Sj' ,~=: ,"~ t\."" ',1' to- ~: ~\}Y-.'If, ,"!!\\ I TI~d: : ",~:; ~~ '" 0> ~. .. . -' ~. ,,~ I Ol r.TIlI\\1Ulllo'" , l/l_ ' ,I~k '.:~ 'olI t!'i,,;,I~':: '_ ~ 1\ I r;<! ... ~. [, ~,"" .., .. '~, ri~'" ~ ..' "'" .. "., ' ,., to II =-.., -;:. "'i~ ' ~~. \ "'BJ...r;!~ ~' D -- .L--' "'-l-t- \,,~ ~~v~-:. ?WI~ r .'-'- . \ ;-N , ,-l\t\I:j:;" '" '" \'i ~IJ,~', ~ ,-"f' . ~. - ~ ~b '. ';;. ~(u I ~ l?" ~ ~ l 'i' '0: )., .. "" , '. . i k" 1 , ?\' ~.- ~ ~. 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U10 .......110) ,.... -1. ~CJ\ ~o .......0'1 ,.....". ~CP ~O ~.... .......,. ,-.."" ~"" ~-.I ~.". .......,. \ CP \ ,.... .". ~O'I O'cD ~O'I .......(71 \ ,...."" V).... ~ 0'1' cx><" \ ~ c,.) ~... "" 0.... ,.... ..., ....... ..'" ,. '" .... .:>~ '& '" V' "".... .... '" 0"'" \ V'.... ..., C::::.:> 00' "'" ......... 0'" , 00 ~t"I ot"l \ ~~ ,., ... .. ... .. "" .... t-'. ~, t""t"I <P .. ...... ~t"" \ ... ... 04'" 0 o .... ... 0-1"<1 " " 0-1" ",:It ::>"" ...", :s~ 0- 0> + ....... ..,0-1 ~ ~o ...>D .... ~ 0 ...' ex> 0+ .. 1ft ...' .. r>C" .. \ '" ....'" .. ..,. ~ - ~.. 0 .... '" ... Co S ~ 0-10 to ; ~ ...", ... ~ '" 1'l '" IJ .. '" "" ...::> .. ,., ... ,., .. ,.... .. ~ CO ... ~ cD CP ....... - ". ~ t ~ ... ~ --..-.----...- ----............... ..,. 1"".., \J)G> ';:-0 -g 1"""" \J)~ IJ.). 0 ~g '" I"" .rJ ~~ - 1""... 0'", Q:i0 \J\O _0 \ cD V' I"" V' , I"" ex> !:g -..I 0 ~ 0 \J\o 0 - - \ .., ~~ c: C ... t=- ... ~~ '" , t"" ~U: c: ~ l-" ~ ... ~ ,n ~ ... e (t ~ 0 tI> ~~ c: !II ... ~ ~ .. .... (t ~ l-" t"' ... ~ ... 0 'i0l ~ c:: 1-" t/l " ~ ~lt. .. .... ~ 14l~ .... to i- ....' " ~ N -- -- -- C' I"" ~ \-'... -..10 \-,0 _0 ~ I '. C I""=, -..I~ O~ - --- ==-------- ~ MURRAY -DUDECK & ASSOCIATES To compute the average peak hour turning counts development access and the adjacent intersection, necessary to utilize the peak hour rates indicated in Trip Generation Publication. The results are depicted as at the it was the ITE follows: ....... .... .... .... ... ............ .... .............. ............. ... .... .... .... .... ........ .... ... ..................... .......... AM Peak Hour Calculations Facility Unit Zero Lot 106 Lawrence Lake 33 Trip Rate Hourly Traffic --------- -------------- In Out ------ 0.21 22 vph 0.55 58 vph 0.21 7 vph 0.55 18 vph ------ ------ ------ ------ 29 vph 76 vph . ... .... ........ .... .... ........ ..... ..... .......... .... ......... .... .... ........ .... .... ........ .................... ......... .... PM Peak Hour Calculations Facility Unit Zero Lot 106 Lawrence Lake 33 Trip Rate Hourly Traffic --------- -------------- In Out ------- ------ 0.63 67 vph 0.37 39 vph 0.63 21 vph 0.37 12 vph ------ ------ ------ ------ 88 vph 51 vph . ... ............ .... .... .... ........ ............ ..... ... ......... . ......... .......... .... .... ..... ... .... ........ ..... .... ........ The peak hour traffic at the project access is shown in AM & PM Development Access Peak Hour Traffic -- Figure #7 & #7A. Likewise, the existing and the development peak hour turning counts at the adjacent intersections are indicated in the AM Peak Hour Traffic -- Figure #8 & PM Peak Hour Traffic -- Figure #9. -10- ~ MURRAY-DUDECK & ASSOCIATES [92][12] L (19)( 8) + ~ (26)[3] ((10) t ~ (8). (26)(c; (49)(4 ) [49] l (39) 75 t ,. (14)(23) [49] [37] (27)[15] , t.. [92] ( 5) (14) ~ l. [55][37] (18)(2) l (.. AM PEAK HOUR TRAFFIC -------------------- -------------------- Figure #7 H oluxo Rd. Lawrence Groves CITRUS GLEN PHASE #1 PHASE #2 SCHOOL -11- NORTH { ****************** ** ** ** NOTE: ** ** ** ** AM PEAK ** ** SCHOOL ** ** TRIPS = 10% ** ** ** ****************** Miner Rd. LEGEND ****** (XX) CITRUS GLEN PHASE #1 + #2 & LA\VRENCE LAKE AM Peak Hour Turning Traffic [16] Lawrence Groves + SCHOOL AM Peak Hour Turning Traffic .' (3) I;~ ~ (4) LAWRENCE LAKE MURRAY-DUDECK & ASSOCIATES PM PEAK HOUR TRAFFIC -------------------- -------------------- Figure #7A NORTH H oluxo Rd. ~ ( 90)[ 58 ] . ~ t. [31] , [ 38 ]_ t(47)[~] Lawrence Groves [ 31][ 7] (62)(28) ~ t.. (15)[13] ( (35 ) t ~ (28), ~ t'- , (15 ) ( 19 ) ( 32) ( 3 ) [58] l. (25) CITRUS [ 31 ]( 45 ) GLEN (17) l... 45 PHASE #1 ~ ~ (10) (81) [58] [31] (20)(7 ) PHASE #2 ~ ~ t ".. (23)(13) SCHOOL [58] Miner Rd. LEGEND ****** (XX) CITRUS GLEN PHASE #1 + #2 & LAWRENCE LAKE PM Peak Hour Turning Traffic [16] Lawrence Groves PM Peak Hour Turning Traffic (10) Il(6) ~ f-( 6) ~ (11) LAWRENCE LAKE -12- """ ~ ~ G ~-;:!.... f~ ~ T~ :=;.~, ~!; ~ ~ E ~.~ ~. ~~ ~~ =~~ ~ ... ...} ! ~w ~ r-I'" ,1~~':' "~Nl,r:: I, -- - "~': ~~~~tl~f.~ ~;=. ... 'A'f1,,,. 'tJ, ~ t: ,_ _I . 'lil ,ffl1fr-,T 'I ~ .::7, e... NiZo .'::I~ ~''''''.lII::'J'-'~\'' """...-. ...... ............ 0 " _ '::/ ','!!:_ .i!. : ~ ~.t-* ~ ", '~ . ;! " \lII ~ I ' ~.-. " ~ ~~~ " · = u !'E~ ~:.:~ T -- " ~~ fl ":~ I/I!":' t, ~BI ~ -::;::: L.C,' r" I j~t fu~!~\ r' m.l'.J::!! - ~17' ," . I l rg:': ~~ !S"I~;I 'E:: ~ ~ ,~ji'li~i~ :v w~!i:ni! \, ~'~l~ - ,=':r ~;,~~f.:r: .l,,=~ j' !ii1 -- ",,~"f., ' : ~~"::'::';;' ~..oc" -J' ,I ~.~ :.::r.:"_"':j..;;,; r:p 7 : " ';'''''. 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'- Si, '!: .~,; b1- . ~ I ,~-,-, U11' III f ioo 1:l1i(~,":" ~ ~ :: To~. ,.: .A.. -~~~~\ J . ~~ n ~~~~~M~;" ~~~~ ~, ~ ~;. Ir. =' 'i n' I '., ~~rR ~ ~{ '_::" \~. ;~..I ;\'~ ,I.!~:J .~'~ '''~ 0 ..r., "' r'- IN ~,\.. :~r.1~7~!-~ ""~,~ ' ~ I ~. - ;r.;: ~l C.L ~~"\t :: iN: ~~t:;~~~ -~ fO"oItf '_ ~:; 1t ~ .' L:l~',:,;, ..,-l....;pt:':.... 11~~~.~IUUt })f...tlt ~ll''' ~;'~.:rJ~J-~ [fl-;.iU,1 :: .~ , ~. l~. ~;~l!RJ 1IDI'[ ! . &'I]*~~ lilt ' ~ '!II. ~: ~ 4-; Fj'M I '..I rh ~"'l ~ l'l.,pr~ .. . ... I .... ~ I .....~~ ~$ ~... ~ J~]~\ ~~ 1 c--~ ~ .... 't".... t;: i~=: \ tf ...,~--. ~....~ ~ ..., ""..... ,.., ... e; ""....... ..... ~g A ..~~ ,,0\ '-' ~ ....... .... J"'~""'N~ ~ ~ ..., Cl\ \,II ')(. ...N ~ is=:: 19 t ~ I to.) "" "'" " ""'" to- ... \.l.) ..... ;:l-, ~15: ~ "'" ..... N ..... .... '" .... .... ..... '" ~ :i'~ ...,..ro:I ., .. III ... III ...' ,..ra ....ra ... ........ I~ =... ..... .... 0 :> r> :I coo OIl ., ...,..+ ~ o::r ..., ....< .. ....'" III .... .... ,.. n 0 .., = R 0 c: :I ., .... i 0 ,; ~ .. ~ :I . .. ..., f: '" ~ 00 ;J > ::l .... n ... ~ 0 a .. . .. ~ . c: 0 . ~ z .. 0 . ~ ~ >D -._._...._-----~.... -_..._- - .... ..ol....- Cl\ ... ...--""..... i~ L-/j; j$~E ;::] 'l>>QD ~ I . ~~=: llG ~.... ~ "" Q ~~ W ~ ~ -'i. ... .....~ ~ i . ~ I 2 o ~ JIl: .. ~ ~ ~ III '" ~ .-~! ~i ~ ~E ~ ~ ~ ~I,F N t: ~ 8'l ---..... ..... ~ ~ ::. Z ~ MURRAY-DUDECK & ASSOCIATES HIGHWAY CAPACITY ANALYSIS ========================= To determine the level of service of the adjacent highway links, which the subject project will impact, it is essential to examine the highway carrying capacity. Reasonable and acceptable traffic movement can be achieved if the roadway sections are operating at or above level of service "D". Based on Palm Beach County criteria, for a 2-lane undivided highway a total of 15,800 vehicles per day results in "D" service, for a 4-lane divided highway the figure is 36,000 vehicles per day, for a 6-lane divided highway the figure is 55,800 vehicles per day. Furthermore, to achieve the optimum expected traffic flow it requires that all links operate at level of service "c" or better, which is 13,100 vehicles per day for a 2-lane undivided highway, 30,000 vehicles per day for a 4-lane divided roadway, 46,400 vehicles per day for a 6-lane divided roadway. A careful examination of the daily traffic figures shown in Figure #4 was made so that the highway link capacities could be determined. Under the existing traffic levels & current highway geometrics a number of links are below acceptable level of service, as depicted in the Highway Link Capacities -- Figure #10. However, by incorporating the roadway improvements, as indicated in the PALM BEACH COUNTY 5 YEAR WORK PROGRAM & shown in Figure #11, sufficient capacity will exist. Details of the link capacity analysis are depicted in Figure #10. Lastly, the highway link capacity with the 5-Year Work Program Highway Geometrics and with full build-out on the land use would result in most links being excessively over-capacity. Most links would be at Level of Service "E" as indicated in Figure #10. To determine the peak hour impacts, it is necessary to evaluate the traffic movements at the critical adjacent intersections within the 1.5 mile zone of influence. The specific intersections and corresponding traffic movements are shown in Figure #8 & #9. By utilizing the Transportation Research Circular #212, the Critical Movement Analysis" methodology, a determination of the actual level of services can be made. The analysis as shown in Appendix "A" clearly substantiates that these intersections will operate at an acceptable level of service when the development traffic (Citrus Glen Phase #1 & Phase #2 and Lawrence Lake) & Lawrence Groves and the Elementary School traffic impacts are generated, assuming the 5-year Work Program Improvements are implemented. -15- ~ MURRAY-DUDECK & ASSOCIATES HIGHWAY LINK CAPACITIES ----------------------- ----------------------- Figure #10 NORTH E C A t (A) (A) "e" <A>", <A> ,.[E] [D] [C], Melaleuca Lane C A~ E (A)....... A (A) <A> "A" "A" <A> [E] [E] [E] [A] Lantana , Road ~ A~ B~ D (A) A "A" (A) ....... <A> "A" [E] <A> [E] [E] H D Road D '<~) (B) ~ ~A <B> [E] "A" <A> Jog Road [E] [E] [A] A "A" ~ 22 Ave. [E] A ___ "A" Bo nton Beach Road ~A C..(Lawr E A ce (A) "A" "A" ~ (C) Road <A> [D] [E] <A> [B] [A] Military Congress Trail Avenue LEGEND ****** E Old Boynton Beach Rd. B "B" !Ic 1-95 E L.S. Under Existing Geometrics & 1986 Daily Traffic "A" L.S. Under Existing Geometrics & 1986 + Development Daily Traffic (A) L.S. Under 5-Year Work Program Geometrics & 1986 Daily Traffic <A> L.S. Under 5-Year Work Program Geometrics & 1986 + Development Daily Traffic [E] L.S. Under 5-Year Work Program Geometrics & Fuild Build-Out Of The Palm Beach County Land Use Plan -16- MURRAY-DUDECK & ASSOCIATES EXISTING HIGH\"TAY GEOMETRICS & 5 YEAR HIGHHAY IMPROVEMENTS --------------------------------------------------------- --------------------------------------------------------- A NORTH Figure #11 2L(4L) 2L(4L) 6L I Nelaleuca 2L 2L 5L Lane 4L 2L(4L) 2L(4L) 4L 2L(4L) Lantana 2L 4L 4L 4L Road 2L 4L 2L 2L(4L) 2L(4L) 4L 4L 4L Road 21. 4L 2L 4L Jog Road 2L(4L) 2L Niner Road 4L 2L 2L 2L 22 Ave. Old Boynton Beach Rd. 2L Bo nton Beach 4L 4L Road 4L Lawrence Road 2L(4L) Hili tary Trail Congress Avenue 1-95 LEGEND ****** 2L Existing Highway Laneage (4L) Proposed Highway Laneage -17- ~ MURRAY-DUDECK & ASSOCIATES TRAFFIC PERFORMANCE STANDARDS CATEGORY EVALUATIONS -------------------------------------------------- -------------------------------------------------- Since the City of Boynton Beach requires the traffic impact analysis to be in conformance with the currently approved Palm Beach County criteria, it is necessary to conduct a TRAFFIC PERFORMANCE ANALYSIS. As mandated by Palm Beach County, all highway links within the influence area of traffic impact have to be analysed to determine if there are critical traffic capacity constraints. Specifically, when the existing daily traffic is over level of service "D" on any link and the development significantly impacts the traffic level, then the project is a Category "A". Likewise, when the link total daily traffic exceeds level of service "D" and the development significantly impacts the traffic level, then the project is a Category "B". Thus a detailed analysis of the daily traffic (Citrus Glen Phase #1 & #2, Lawrence Lake and Lawrence Grove) on the affected links within the traffic zone of influence was undertaken. The results are depicted in the Traffic Performance Standard Evaluation -- Figure #12. Based on this evaluation the following comments are offered: #1 In analyzing the daily traffic under the criteria in Category "A" on all affected links, the results indicated that the project is not flagged as a Category "A" project. Therefore, this project DOES NOT have to committ to offsite roadway improvements, before even being considered a viable project submission. #2 In reviewing the daily traffic under the criteria in Category "B" on all affected links, the results indicated that the project is not flagged as a Category liB" project. However, the need to consider density reductions is not necessary. #3 An examination of the daily traffic in conjunction with the Category "c" requirements, substantiates that the proposed development at full capacity is a Category "c" Project. The PHASING requirement is such that no phase impacts a thoroughfare greater than 2,000 trips/day on a 2-1ane undivided highway and 4,800 trips/day on a 4-lane divided highway. Obviously, this project does not generate that intensity of traffic, thus phasing is not required. -18- ~ MURRAY-DUDECK & ASSOCIATES TRAFFIC PERFORMANCE LINK CATEGORIES ----------------------------------- ----------------------------------- NORTH Figure #12 l' ME NSE Melaleuca NSE NSE Lane ME NSE NSE NSE Lantana NSE NSE NSE Road ME SE ME NSE HVDOluxo NSE ME ME Road SE SI ME Jog Road ME SE Miner Road SITE , ME SE NSE 2 SE Old Boynton Beach Rd. NSE NSE NSE SI ME Boynton Beach NSE SE ME ME Road NSE Lawrence Road 2 Ave. Mili tary Trail Congress Avenue 1-95 LEGEND ****** NSE No Significant Effect ME Minor Effect SE Significant Effect SI Significant Impact -19- ~ MURRAY-DUDECK & ASSOCIATES COMPARISION OF EXISTING ZONE TO PROPOSED PROJECT ------------------------------------------------ ------------------------------------------------ The project site is currently within the unincorporated area of Palm Beach County. Based on the Land Use Plan in the Palm Beach County Comprehensive Plan this property has a land use category of MEDIUM - MEDIUM HIGH RESIDENTIAL, which has a standard density of 8 dwelling units/acre. The proposed development is 3.79 dwelling units/acre, which is approximately a 53% reduction in the density. An analysis of the traffic depicted in Figure #4 and the capacity findings shown in Figure #10, verifies that the increased traffic will not change the level of services. However, such an increase will reduce the quality of traffic flow and cause some minor increases in the delay, which can be assumed to result in some increased adverse conditions under the existing zoning. Thus, the proposed development is a positive improvement from the standpoint of reducing the allowable traffic impacts under current zoning. FAIR SHARE TRAFFIC IMPACT FEES ------------------------------ ------------------------------ Based on the Palm Beach County Ordinance #85-10, developers are required to pay a fair share fee for impacts created by their development traffic. This ordinance has established fee rates for various type of land development activity. The following calculations depict the land development categories, the dollar rate, and the total fee assessment: ... ....... ..... ............ .... ........ ......... ....... ........ ... ..... .......................... ... .... ..... .............................. ........ ..... ....... Single Family Units Fee Rate/Unit Cost ------------- 106 d.u. $804/d.u. $85,224 33 d.u. $804/d.u. $26,532 ------- ------- $111 , 756 Type of Land Development Zero Lot .. ... .... ........ .... .... .................... ..... .... ............. .... ........ ... ........... ........ .............. ..... ..... ......... ..... -20- ~ MURRAY-DUDECK & ASSOCIATES REQUIRED HIGHWAY IMPROVEMENTS ----------------------------- ----------------------------- To determine if any highway improvements are necessary to maintain a reasonable level of traffic flow and safety, detailed link capacity analysis and critical lane intersectional analysis were undertaken. Also, it is important to take into consideration the 5-Year Work Program in Palm Beach County, since major capacity improvements will be occurring within the zone of influence of the proposed project. Recognizing all these issues, the following improvements which were recommended under Citrus Glenn Phase #1 are still valid: A. INTERNAL COLLECTOR ROADWAY IMPROVEMENTS a. At first cross-access from Lawrence Road 1. 100 foot left turn storage lanes for eastbound & westbound directions on the Collector Road b. At second cross-access from Lawrence Road by the recreational facilities 1. 100 foot right turn lane for westbound direction on the Collector Road 2. 100 foot left turn lane for eastbound & westbound on the Collector Road B. DIRECT ACCESS IMPROVEMENTS @ the main development access onto Lawrence Road 1. southbound left turn lane 2. northbound right turn lane 3. westbound right turn lane 4. westbound left turn lane C. DIRECT ACCESS IMPROVEMENTS @ the main development access onto Miner Road 1. westbound left turn lane 2. eastbound right turn lane 3. northbound right turn lane 4. northbound left turn lane C. INDIRECT ACCESS IMPROVEMENTS 1. construct southbound left turn lane on Lawrence Road @ Miner Road 2. construct westbound right turn lane on Miner Road @ Lawrence Road intersection 3. re-construct drainage structure @ canal just north of Miner Road to accomodate three travel lanes -21- ~ MURRAY -DUDECK & ASSOCIATES E. REQUIRED SIGNING & PAVEMENT MARKINGS 1. shall conform with the Manual of Uniform Traffic Control Devices (MUTCD). 2. all intersections should have stop signs & stopbars F. COMPLIANCE TO SIGHT TRIANGLE CRITERIA ADDITIONAL IMPROVEMENTS due to the Citrus Glen Phase #2 are as follows: A. INTERNAL 60' ROADWAY INTERSECTION north of PARK area 1. southbound left turn lane 2. northbound right turn lane B. EAST/WEST COLLECTOR ROADWAY INTERSECTIONS with north/south 60' Roadway 1. separate right turn & left turn lane for northbound vehicles C. If school traffic WAS NOT included in the southerly access to Lawrence Roadwya: a. 2 lane roadway to intersection Lawrence Road b. Insignificant turning traffic (Refer to Figure #7 & #7A) would not require turn lanes. D. With school traffic included, the southerly access requires: a. separate left & right turn egress lanes onto Lawrence Road. b. Lawrence Road southbound left turn lane c. Lawrence Road northbound right turn lane With the aforementioned transportation improvements, the traveling public will not be adversely affected by the traffic generated by the subject development. Furthermore, the traffic impact fee of $172,444 should be applied toward any INDIRECT ACCESS IMPROVEMENTS, because they are mitigating transportation problems which will substantially benefit non-development traffic. MURRAY-DUDECK & ASSOCIATES APPENDIX "A" =========== HIGHWAY CAPACITY ANALYSIS ------------------------- ------------------------- I) Military Trail & Hypoluxo Road a. Existing Peak Hour Traffic b. Existing + Development Peak Hour Traffic c. Existing + Citrus Glenn Phase #1 & 2 + Lawrence Lake + Lawrence Grove, + School (in a.m.) Peak Hour Traffic II) Congress Avenue & Hypoluxo Road a. Existing Peak Hour Traffic b. Existing + Development Peak Hour Traffic c. Existing + Citrus Glenn Phase #1 & 2 + Lawrence Lake + Lawrence Grove + School (in a.m.) Peak Hour Traffic III) Lawrence Road & Old Boynton Beach Road a. Existing Peak Hour Traffic b. Existing + Development Peak Hour Traffic c. Existing + Citrus Glenn Phase #1 & 2 + Lawrence Lake + Lawrence Grove + School (in a.m.) Peak Hour Traffic IV) Lawrence Road & Hypoluxo Road a. Existing Peak Hour Traffic b. Existing + Development Peak Hour Traffic c. Existing + Citrus Glenn Phase #1 & 2 + Lawrence Lake + Lawrence Grove + School (in a.m.) Peak Hour Traffic V) Lawrence Road & 22ND Avenue a. Existing Peak Hour Traffic b. Existing + Development Peak Hour Traffic c. Existing + Citrus Glenn + Lawrence Grove Peak Hour Traffic Level of Service AM PM E E E E E E B B D D B D B B A A C A A B A A C B A A A A A A MURRAY-DUDECK & ASSOCIATES CRITICAL J-:OVEl'IEN1' ANALYSIS InLITARY TRAIL & HYPOLUXO RD. EXIST. AH PHT DATE OF COUNTS: 3/9/87 ********************************** LEVEL OF SERVICE E SATURATION 103 CRITICAL N/s VOL 893 CRITICAL Elw VOL 810 CRITICAL SID1 1703 ************************************* LANE NORTHBOIDm MOV WIDTH LAliE GEOHETRY SOUTHBOUND EASTBOUND HOV WIDTrl "lOV WID 'IE WESTBOUND MOV WIDTH 1 2 3 4 5 6 RT. 12.0 L.. 12.0 RT . 1 2 . 0 L.. 12.0 R'I. 12.0 L.. 12.0 RT. 12.0 L.. 12.0 TRAFFI C VOLUl-IES NORTHBOUND SOU nmomm EASTBOUND WESTBOUND LEF'! 27 220 16 104 '!HRU 219 430 528 198 RIGHT 317 20 58 60 TRUCKS (:i:) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 5 0 .9 SOUTrlBOUND 5 0 .9 EASTBOUND 5 0 .9 v:ESTBOUHD 5 0 .9 PHASING Nls EN PEDESTRI~1 ACTIVITY CYCLE LENGTH GIC - NB & SB THRU GIC - EB & WB THRU :4. :4. 1. 80 SECONDS : .34 : .3 BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TUm~S PROTECTED (WITH OVERLAP) o - 99 (#PEDS/HR) CRITICAL LANE VOLUJ1ES EY EOVE!:EliT NORTHBOUl:D SOUTHbOUND EASTBOUlm ViESTBOUND THRU -RIGHT 624 524 683 301 LEFT 33 269 19 127 LEFT TURH CHECK NORTHBOUHD SOUl 'HBOUND EASTBOUND WESTBOUND INPUT VOLUJ-1E 27 220 16 104 CAPACITY 150 64 282 0 HEED PHASE? NIA N/A H/A NIA MURRAY-DUDECK & ASSOCIATES CRI'l'ICAL HOVEI'lENT ANALYSIS HILIHJ..RY TRAIL & HYPOLUXO RD. EXIST. PH PH" DATE OF COU1l!S: 3/9/87 ********************************** LEVEL OF SERVICE E SATURATION 102 CRITICAL Nls VOL 968 CRITICAL Elw VOL 720 CRITICAL SID1 1688 ************************************* LANE NORTHBounD MOV WIDTH LANE GEOHETRY SOUTHBOUND EASTBOUND HOV WID 'ill MOV WID Ii WESTBOUND MOV WIDTH 1 2 3 4 5 6 RT. 12.0 L.. 12.0 RT. 12.0 L.. 12.0 RT. 12.0 L.. 12.0 RT, 12.0 L.. 12.0 TRAFFIC VOLID-illS NOR n-mOUND SOU lHBOUND EASTBOUND WESTBomm LEFT 73 168 35 177 !IHRU 483 262 262 392 RIGHT 172 37 37 190 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 5 0 .9 SOUllHBOUiW 5 0 .9 EASTBomm 5 0 .9 WESTEOUHD 5 0 .9 PHASING Nls E/w PEDESTRIAll ACTIVITY CYCLE LEliGTH GIc - NB & SB THRU Gle - EB [, vIE THf:U :4. :4. 1 . 80 SECOHDS : .34 : .3 BOTH TURHS PROTECTED (\.;rIIH OVERLAP) BOTH TURlm PROTECTED (WITH OVERLAP) o - 99 (#PEDS/HR) CRITICAL LANE VOLU;;ES BY EOVE/1EHiI NORTHBOUND SOUTHBOUHD EASTBomm V::CSTBODND TURD -RIGHT 763 348 348 678 LEFT 89 205 42 216 LEFT TURN CHECK NORTHbOUND SOUIIHBOUND EASTBOUND HESTBOmJD INPU" VOLUHE 73 168 35 177 CAPACITY 301 0 0 241 NEED PHASE? H/A iliA N/A N/A MURRAY-DUDECK & ASSOCIATES CRITICAL HOVEl-lENT ANALYSIS MILITARY TRAIL & HYPOLUXO RD. EXIST. + DEV. AM PHT DATE OF COUNTS: 3/9/87 ********************************** LEVEL OF SERVICE E SATURATION 104 CRIIIICAL N/s VOL 898 CRITICAL Elw VOL 812 CRITICAL SID1 1710 ************************************* LANE NORTHBOUND HOV WIDTH 1 2 3 4 5 6 RT. 12.0 L.. 12.0 NORTHBOUlW LEFT flRU RIGHT 27 219 317 TRUCKS (%) 5 5 5 5 :4. :4. NORTHBOUND SOUTHBOUND Ef..STBOUND rlESTBOUND PHASING NIS EN PEDESTRIAN ACTIVI~ CYCLE LENGTH GIC - liB & SB THRU GIC - EB & WB THRU LANE GEOHETRY SOUTHBOUND EASTBOUND MOV WIDTH HOV WIDTH WESTBOUND MOV WIDTH RT. 12.0 L.. 12.0 RT. 12.0 L.. 12.0 RT. 12.0 L.. 12.0 TRAFFI C VOLID1ES SOUTHBOUl1D EASTBOUND w'ESTBOUND 224 430 20 16 530 58 104 202 73 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 BOTH TURNS PROTECTED (WITH OVERLAP) BO'IH TURNS PROTECTED (WITH OVERLAP) o - 99 (CPEDS/HR) 1. 80 SECOI:DS : .34 : .3 CRITICAL LANE VOLUHES BY MOVElIENT NORTHBOUND SOUTHBOUND EASTBOUHD WESTBOUlHi THRU -RIGHI I 624 524 685 320 LEFT 33 274 19 127 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND l'IESTBOUND INPU' f, VOLUME 27 224 16 104 CAPACI rr 150 64 265 0 NEED PHASE? NIA NIA NIA N/A MURRAY-DUDECK & ASSOCIATES CRITICAL MOVEHENT ANALYSIS l'.ILITARY TRAIL & HYPOLUXO RD. EXIST. + DEV. Pl-l PHT DATE OF COUl~I'S: 3/9/87 ********************************** LEVEL OF SERVICE E SATURATION 104 CRITICAL NIB VOL 988 CRITICAL E/W VOL 733 CRITICAL SID1 1721 ************************************* LANE NORTHBom,D NOV \\'lDTH 1 2 3 4 5 6 RT, 12.0 L.. 12.0 NORTHBOUND LEFT TERTI RIGHT 73 483 172 TRUCI~S (%) 5 5 5 5 :4. :4. 1 . 80 : .34 : .3 NORTHBOUHD SOUllHBOUllD EASTBou;m \O:ESTBOUIW PHASING Nls EN PEDESTRIAN ACTIVITY CYCLE LENGTH GIC - liB & SB THRU GIC - EB & WE THRU THRU -RIGHT LEFT NORllmJOUlID 763 89 IllPUT VOLUl1E CAPACITY HED PHASE? NORTHBOUND 73 301 N/A LAnE GEOHETRY SOUTHBOUND EASTBomm HOV WID'lH 110V WID1H RT. 12.0 L.. 12.0 RT. 12.0 L.. 12.0 WESTBOUND NOV WIDTH RT. 12.0 L.. 12.0 WESTBOUHD 177 395 198 PEAK HOUR FACTOR .9 .9 .9 .9 BOTH TURNS PROTECTED (~:ITH OVERLAP) BOTH TURNS PROTECTED (\o:ITH OVERLAP) o - 99 (#PEDS/HR) \\'ESTBOUl,D 691 216 WESTBOUND 177 236 N/A TRAFFIC VOLUHES soullHBomm EASTBOUND 184 262 37 35 267 37 LOCAL BUSES Ur' /ER) o O. o o SECOllDS CRITICAL LAliE VOLUl-IES BY 1,;OVE:;Ei1T SOUTHBOUllD 348 225 EAS7Bom:D 354 42 LEFT TURN CHECK SOUIIHBOUND 184 o IlIA EASTBOUND 35 o H/A ~ MURRAY-DUDECK & ASSOCIATES CRIIIICAL ll,OVEI-lEllT AliALYSIS MILITARY TRAIL & HYPOLUXO RD. EXIS'l'.+DEV .+LAW .GROVE+SCHOOL Ai,j PH'l' DATE OF COUNIIS: 3/9/87 ********************************** LEVEL OF SERVICE E SATURATION 105 CRITICAL N/s VOL 909 CRITICAL EIW VOL 815 CRITICAL SU].! 1724 ************************************* LANE NORTHBOUND MOV WIDTH 1 2 3 4 5 6 RT. 12.0 L.. 12.0 LAlm GEOHETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH RT. 12.0 L.. 12.0 RT. 12.0 L.. 12.0 WESTBOUND MOV WID m RT. 12 .0 L.. 12.0 TRAFFIC VOL1fi.;ES NORTHBOUND SOUTHBOurW EASTBOUND v/ESTBOUllD LEFT 27 233 16 104 IIHRU 219 430 533 207 RIGHT 317 20 58 88 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUlm 5 0 .9 SOUTHBOurW 5 0 .9 EASTBOUND 5 0 .9 WESTBOUlm 5 0 .9 PHASING Nls E/1;: PEDESTRIAli ACTIVITY CYCLE LElWTH GIC - NB & SB THRU G/C - EB & WB THRU BOTH 'llJRNS PROTECTED (\HTH OVERLAP) BOTH IIU?J~S PROTr:CTED (WIIIH OVERLAP) o - 99 (#PEDS/HR) :4. :4. 1 . 80 : .34 : .3 SECONDS CRITICAL LAllE VOLUJ.lES BY 1,;OVEi-IEHT THRU -RIGHT LEFT NOR11mjOUiW 624 33 INPUT VOLUAE CAPACITY NEED PHASE? NORTHBOUND 27 150 N/A SOUTHBom;D 524 285 E.ASTBOUND 688 19 LEFT TURN CH:t:CK SOU TIIBOUHD 233 64 N/A EASTBOUHD 16 245 Ii/A i\ESTBOUHD 343 127 v,'ESTBOUND 104 o N/A ~ MURRAY-DUDECK & ASSOCIATES CRITICAL 110VEI'iENT ANALYSIS MILITARY TRAIL & HYPOLUXO RD. EXISII. +DEV. +LAW .GROVE DATE OF COmills: 3/9/87 ********************************** LEVEL OF SERVICE E SATURATION 106 CRITICAL N/S VOL 1000 CRITICAL Elw VOL 741 CRITICAL SID~ 1741 ************************************* LANE NORTHBomm MOV \HDTH 1 2 3 4 5 6 RT. 12.0 L.. 12.0 NOR mBOUND LEFT THRU RIGHT 73 483 172 NORTHBomm SOUTHBOU1iD EASTEOUliD vlESTBOUHD TRUCKS (%) 5 5 5 5 PHASI~G N/s E/\: PEDESTRI~i ACTIVITY CYCLE LEilG !!j GIC - liB & SB THRU Gle - Eli & KB TEfiU THRU -RIGHI I LEFT NORTHBOUliD 763 89 IliPUT VOLUHE CAPACITY NEED PHASE? NORTHBOUND 73 301 Ii/A LANE GEOHETRY SOUTHBOUND EASTBOUND MOV WIDTH HOV w~DTH RT. 12.0 L.. 12.0 RT. 12.0 L.. 12.0 pj.j PHT WESTBomm MOV WIDTH RT. 12.0 L.. 12.0 l-rESTBOUND 177 397 203 PEAK HOUR FACTOR .9 .9 .9 .9 :4. :4. 1 . ~ 80 SECOlms : .34 BOTH TUIDiS PROTECTED (WI~rl OVERLAP) BO'Ill TURNS PROTECTED nil'IH OVERLAP) o - 99 (#PEDS/HR) HEsTBourm 699 216 WESTBomm 177 233 NIA TRAFFIC VOLID'IES SOUTHBOUND EASTBomiD 194 262 )7 LOCAL BUSES (#/HR) o o o o 35 270 37 : .3 CRI TI CAL LAHE V OLUJ.itS BY ),WVE/-mH T SOUTHBOUHD 348 237 EASTBOUND 358 42 LEFT TURN CHECK SOUTHBOUiW 194 o H/A EASTBOUND 35 o N/A ~ MURRAY-DUDECK & ASSOCIATES CRI"ICAL l.jOVEi-lEHT ANALYSIS CONGRESS AVE. & HYPOLUXO RD. EXIST. Al'; PHT DATb OF COUil'IS: 3/5/87 ********************************** LEVEL OF SERVICE B SATURATION 63 CRITICAL NIS VOL 449 CRITICAL E/\: VOL 585 CRI11ICAL SD.-; 1034 ************************************* NORTHBOUND LAl~E J.;OV "iIDTH 1 R..12.0 2 T.. 12.0 3 T.. 12.0 4 L.. 12.0 5 6 NOR fiBOUND LEFT 'lHRU RIGH!I 103 252 95 TRUCKS (%) 5 5 5 5 :4. NORTHBOiJi:D SOUTliBOUlm EASTBou:m 'riESTBCUlm PHASING N/s 1/'1; PEDESTRIAN ACTIVITY CYCL1 LE:IGTi1 GIC - HE & SB THRU GIC - 1~ & Vb THRU THRD -RIGHT LEFT HORTllBOUlm 154 126 INPUT VOLUi,j1 CAPACITY NEED PHASB? liORTHBomw 103 72 N/A LAIIE GEO;JETRY SOUTHBOUND EASTBOUND WESTBOUHD HOV 'rlIDltH l'jOV WIDTH ~jOV WIDTH R. . 12.0 R. . 12.0 R. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T.. 12.0 T. . 12.0 T. . 12.0 L.. 12.0 L.. 12.0 L. . 12.0 TRAFFIC VOLUi~ES SOU'lHBOUND EASTBOUND vlESTBOUHD 171 528 63 LOCAL BUSES (#/HR) o o o o 143 692 178 133 311 48 PEAK HOUR F AC loR .9 .9 .9 .9 :4. 1. 80 : .34 : .3 BOTH TUfulS PROTECTED (WITH OVERLAP) BOllE TUR,IS PROTECTED (I;ITH OVERLAP) o - 99 (#PEDS/HR) SEemiDS CRITICAL LAi:E VOLUllES BY J10VEijEHT SOul'HBomiD 323 209 EASTBOUl,n 423 175 WLSTBOUHD 190 162 LEFT TURN CHECI: soullHBOUlm 171 348 N/A BASTBOUHD 143 229 N/A v!ESTBOUND 133 o N/A ~ MURRAY-DUDECK & ASSOCIATES CRITICAL l-JOVEi,;EllT ANALYSIS CONGRESS AVE. & HYPOLUXO RD. EXIS T. pj,J PHT DATE OF COUNTS: 3/5/87 ********************************** LEVEL OF SERVICE D SATURATION 78 CRITICAL N/S VOL 683 CRITICAL E/W VOL 606 CRITICAL SUJ.i 1289 ************************************* NORTHBOUND LAlIE HOV \:IDTH 1 R..12.0 2 T.. 12.0 3 T.. 12.0 4 L.. 12.0 5 6 NORTHBOUllD LEFT .IliRU RIGHT 317 687 137 TRUCKS (%) 5 5 5 5 NORll}mOUND SOUIIHBOUHD EASTBOUllD W'iSTBOUHD PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LElWTH G/C - NB & SB THRU G/ C - Eb & \'lB THRU LANE GEOHETRY SOUTHBOUlID EASTBOUND 'vlESTBOUND !-lOV \{!DTH HOV 'vJIDTH I~OV WIDTH R. . 12.0 R. . 12.0 R. . 12.0 T.. 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T.. 12.0 T. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 TRAFFIC VOLUl1ES SOUTHBOUND EASTBOUliD 'vJESTBOUllD 153 482 89 204 394 70 229 583 84 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 BOTll TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (VlITH OVERLAP) o - 99 (#PEDS/HR) :4. :4. 1- 80 SECONDS : .34 : .3 CRITICAL LANE VOLUJ1ES BY l,jOVEijEI~T NORTHBOUND SOUTHBOUHD EASTBOUND i-lESTBOUJiD THRU -RIGHT 420 295 241 357 LEFT 388 187 249 280 LEFT TURN CHECK NORTHBOUND SOUTHBOUllD EASTBOUND 'vlESTl.lOU;m INPUT VOLUHE 31'1 153 204 229 CAPACITY 118 0 0 146 IlL=.LJ PriASE? j,/A Jl/A Ii/A N/A ~ MURRAY-DUDECK & ASSOCIATES CRITICAL NOVEllE);T ANALYSIS COXGR~SS AVE. & HYPOLUXO RD. EXIST. + DEV. M~ PHT DATE OF COUN1lS: 3/5/87 ********************************** LEVEL OF SERVICE B SA"URATION 64 CRITICAL N/S VOL 451 CRITICAL E/W VOL 603 CRITICAL Sill1 1054 ************************************* NORTHBOUND LAlIE NOV WID Ii 1 R.. 12.0 2 II.. 12.0 3 T.. 12.0 4 L.. 12.0 5 6 IlORTHBOUim LEFT IIERU RIGHT 103 262 105 TRUCKS on c; .- 5 5 5 NORTHBOUHD . SOUT3BOUHD EASTBOUJlD KESTbOUHD PHASING N/S E/1;,' PEDESTRIAN ACTIVITY CYCLE LEHGi tll G/C - NB & Sb THRU G/C - Eb (} ~iB THRU LANE GEmmTRY SOUTHBOUND EASllBOUlm WESTBOUND l,jOV l'iIDTH HOV vlIDTH MOV WIDTH R, . 12.0 R. . 12.0 R. . 12.0 T. . 12.0 T.. 12.0 T. . 12.0 .t. 12.0 T.. 12.0 T.. 12.0 L. . 12.0 L,. 12.0 L. . 12.0 TRAFFIC VOLffi1ES SOLJTrlWU;m EASTBounD l'mSTBOUl,D 171 531 63 143 714 178 136 319 48 LOCAL BUSES ((1/liR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 BOTH TUR1;S PROTECTED (WITH OVERLAP) BOTH TUR,iS PROTECTED (nTH OVERLAP) o - 99 (#PEDS/HR) ;4. ;4. 1 . 80 Si:COl;DS ; .34 ; .:' CIiITICAL LAllE VOLUHES BY LOVEi\:Ll:T NOHTnbLlUlm SOUTH:30UllD LASTliOU;;D HLSTBou:m THHU -RIGHT 160 325 437 195 LEFT 126 209 175 166 LEFT TURll CRECl\. NORTHBOUlW SOUTHBour:D EASTnOUlW HESTBOUHD I1,PUT VOLU.;t; 103 171 143 1.36 CAPACITY 69 338 221 0 NED PHASE? H/A H/A N/A I,/A MURRAY-DUDECK & ASSOCIATES CRITICAL !.:OVJ:;i'jEHT AllALYSIS COilGRESS AVE. & HYPOLUXO RD. EXIST. + DEV. PI-: PHT DATE OF COUNTS: 3/5/87 *****************************~**** LEVEL OF SERVICE D SATURATION 80 CRITICAL N/S VOL 690 CRITICAL E/~ VOL 622 CRITICAL sua 1312 ************************************* NORTHBOUND LANE HOV \iIDTH 1 R.. 12.0 2 T.. 12.0 :3 T.. 12.0 4 L,. 12.0 5 6 I;QRTHBOU;m LEFT THRU RIGHT 317 693 143 TRUCKS (%) 5 5 5 5 NOR1lF.BOU;W SOUTHi30U.W EASTBOU:;D \<IESTBOU1;D PHASI~G N/S EN PEDESTRI~i ACTIVITY CYCLE LL:;GTi! G/C - l:E & SE THRU G/C - EE [.: I}E THRU TH?D -RIGHT LEFT ;W?lljII:;OUi;D 424 388 INPUT VOLVEt: CAPACITY HEED PHASL7 ;:ORTllBOUHD 317 106 H/A LANE GEOHETRY SOUTHBOUHD EASTBOUND WESTBounD l,lOV vlIDTH HOV WIDTH HOV mDllij R.. 12.0 R.. 12.0 R. . 12.0 T. . 12.0 T.. 12.0 T.. 12.0 T.. 12.0 T. . 12.0 '1'.. 12.0 L. . 12.0 L. . 12.0 L. . 12.0 TRAFFIC VOLUHES SOUTRBOU;;D EASTBOUND ".....iSTBOUllD 153 494 89 LOCAL BUSES (#/HR) o o o o 204 407 70 241 609 84 PEAK HOUR FACTOR .9 .9 .9 .9 BOT2 TUID~S PRO'~CTED (WITH OVERLAP) BOTH TUilllS PROTECTED (WITH OVERLAP) o - 99 (itPEDS/HH) :4. :4. 1. 80 BECOlms : .34 : .3 CRITICAL LAllI; VOLUli:E;S BY ;,;OVEiIEl;T SOUTHBOUlm EASTBOUND ..rbSTbOU~;D 302 249 373 187 249 295 LEFT TUR.i CHECK SOUTHbOUIW EASTBOUlW Wi::STBOUllIJ 153 204 241 0 0 133 li/A N/A N/A MURRAY-DUDECK & ASSOCIATES CfiITICAL J';OVLiIElJT ANALYSIS COl,CHESS AVE. & HYPOLUXO RD. EXISII. +DEV .+LAvl .GROVE+SCHOOL Ajj PHT DATE OF COUNTS: 3/5/87 ********************************** LEVEL OF SERVICE B SATURATION 65 CRITICAL N/S VOL 451 CRITICAL E/W VOL 618 CRITICAL SID,! 1069 ************************************* NORTHBOUND LANE HOV vlIDTH 1 2 3 4 5 6 R. . T. . T.. L. . 12.0 12.0 12.0 12.0 NORTHBOUiW LEFT THHU RIGHT 103 262 105 TRUCKS (%) 5 5 5 5 NORI lHBOUlW SOUTHBomm EASTBou;m \'iESTEOU;;D PHASING N/S E/vi PEDESTRIA~ ACTIVITY CYCLE LE.t;CTE GIC - HB & SB TERU G/C - EB & HI) IIJEm LAI<E GEO;,;ETRY SOUmBOUim EASTBOUND vlESTBOm;D 1,:0 V l-:I DTH j,'lOV 'v!IDTH HOV \-:IDTH R. . 12.0 R. . 12.0 R. . 12.0 T.. 12.0 T. . 12.0 T.. 12.0 T. . 12.0 T.. 12.0 T. . 12.0 L.. 12.0 L. . 12.0 'L.. 12.0 TRAFFIC VOLUJ.;ES SOUTEBOUJ:J El.STBOUlm WESTBOUliD 171 531 63 LOCAL BUSES (P/HR) o o o o 143 739 178 136 334 48 PEAK HOUR FACTOR .9 .9 .9 .9 BOTH Tum;s PROTECTED (lGIIH OVERLAP) BOT;; 'lUlU,S PROTECTED (\!ITH OVERLAP) o - 99 (#PEDS/Hfi) :4. :4. 1 . 80 SECOnDS : .34 : .3 CRITICAL LAl,E VOLU!~1S EY J.lOVEiIEI;T NORTllBOUJiD SOUTlihOUND EASTBom;D VIl;STcJU.:D THRU -RIGHT 160 325 452 204 LEFT 126 209 175 166 LEFT TURN CHECK NOR I lHBOUND SOUTHBOUND EASTBOUND WESTbOUND INPUT VOLUJ1E 103 171 143 136 CAPACITY 69 33b 200 0 NEED PHASE? NIA N/A NIl. l;/l. .~ MURRAY-DUDECK & ASSOCIATES CjUIiICAL I10VELLllT Alil.LYSIS CO~GRESS AVE. & HYPOLUXO RD. EXISIi.+DEV.+LA\;.GROVE PH PHT DATE OF COUU1S: 3/5/87 ********************************** LEVEL OF SERVICE D SAI !lJRATION 80 CRIIIICAL N/S VOL 690 CRITICAL E/W VOL 632 CRITICAL Sill1 1322 ************************************* NORTHBomw LM~E MOV WIDI~ 1 2 3 4 5 6 R.. 12.0 12.0 12.0 12.0 T. . T. . L. . l\ORTHBOUliD LEFT THRU RIGHT 317 693 143 NORTHBOUliD SOU'IHBOUlW EASTBOUliD '~:ESTDOUlm TRUCKS (%) 5 5 5 5 :4. :4. 1 . 80 : .34 : .3 PHASIlIG Nls E/H PED:i:STIUAII ACTIVITY CYCLE LEJIGTH G/C - lib & SE THRU G/C - ED [" HE IIHRU LAliE GEOj-mIIRY SOUTHBOUND EASTBOUHD \VESTBOUlm HOV vlIDTH mv vrIDTH BOV WIDIIH R.. 12.0 R.. 12.0 R. . 12.0 T.. 12.0 T. . 12.0 T.. 12.0 'T.. 12.0 T. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 TRAFFIC VOLUf.!ES SOU1lEBOUHD EASTBOUl<D v.'ESTBOUllD 153 494 89 204 416 70 241 626 84 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 Q . / BOTH TUill1S PROTECTED (WITH OVERLAP) BO'TH TURIIS PROTECTED (I-:IIIH OVEI,LAP) o - 99 (#PEDS/HR) SECO~;DS CRITICAL LI>-";1 VOLu:.ms BY Jl0VI::;.lEl;'I NORTi,BOUliD SOUTHBOUND EAsTEourm I-:BS'l'ilOUHD TERU -RIGHT 424 302 254 383 LEFT 388 187 249 295 LEFT '1 URH CHECK NORTHl.;OUHD SOUTHbOUHD EASTBom;D \'lESTBOUND II,PUT VOLU: IE 317 153 204 241 C/,PACITY 106 0 0 124 H1ED PHASE? Ii/A IVA N/A N/A >....-."'..'....~ ~. MURRAY -DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS LAWRENCE RD. & OLD BOYNTON BEACH RD. EXIST. AM PlIT DATE OF COUNTS: 3/4/87 ********************************** LEVEL OF SERVICE B SATURATION 62 CRITICAL N/S VOL 566 CRITICAL E/W VOL 558 CRITICAL SUM 1124 ************************************* NORTHBOUND MOV WIDTH LANE GEOOLI'RY SOUTHBOUND EASTBOUND MOV WIDTH HaV WIDTH WESTBOUND HaV WIDTH LANE 1 2 3 4 5 6 RTL 12.0 RTL 12.0 RTL 12.0 RTL 12.0 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NORTHBOUND 33, 39 11 TRUCKS (%) 2 2 2 2 TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEIT THRU RIGHT 130 271 71 LOCAL BUSES (N/HR) o o o o 57 348 61 12 93 38 PEAK HOUR FACTOR .85 .85 .85 .85 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH G/C - NB & SB THRU G/C - EB & WE THRU : 1. NEITHER TURN PROTECTED : 1. NEITHER TURN PROTECTED 1. 0 - 99 (IPEDS/HR) : 60 SECONDS : .4 : .44 CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND \o,lESTBOUND THRU -RIGIIT 138 566 558 184 LEIT 0 0 0 0 LEIT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND \o,lESTBOUND INPUT VOLUME 33 130 57 12 CAPACITY 378 670 649 371 NEED PHASE? NO NO NO NO ,. MURRAY -DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS LA~'RENCE RD. & OLD BOYNTON BEACH RD. EXIST. PM PHI' DATE OF COUNTS: 3/4/87 ********************************** LEVEL OF SERVICE A SATURATION 48 CRITICAL N/S VOL 329 CRITICAL E/W VOL 543 CRITICAL SUM 872 ************************************* LANE 1 2 3 4 5 6 NORTHBOUND MOV WIDTH LANE GEOMETRY SOtmIBOUND EASTBOUND MOV WIDTH HaV WIDTH WESTBOUND HOV WIDTH RTL 12.0 WESTBOUND 49 247 158 PEAK HOUR FACTOR .85 .85 .85 .85 WESTBOUND 543 o WESTBOUND 49 593 NO RTL 12.0 RTL 12.0 RTL 12.0 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND LEFT THRU RIGHI' 42 125 28 TRUCKS (%) 2 2 2 2 90 136 49 LOCAL BUSES (#/HR) o o o o 130 166 21 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH G/C - NB & SB THRU G/C - EB & WE THRU : 1. NEITHER TURN PROTECTED : 1. NEITHER TURN PROTECTED 1. 0 - 99 (IPEDS/HR) 60 SECONDS : .4 : .44 CRITICAL LANE VOLUMES BY MOV~~7 THRU -RIGHI' LEIT NORTHBOUND 233 o EASTBOUND . 536 o SOUTHBOUND 329 o LEIT TURN CHECK INPlTI' VOLUME CAPACITY NEED PHASE? NORTHBOUND 42 535 NO EASTBOUND 130 375 NO SOUTHBOUND 90 567 NO ~ MURRAY-DUDECK & ASSOCIATES CRITIcn ;jOVKiE;~T AIIALYSIS LAHHEiiCE RD. & ODL BOn,TON BEACH RD. EXISII. + DEV. AH PHT DATE OF COUHTS: 3/4/87 ********************************** LEVEL OF SERVICE B SATURATION 66 CRI'ttCAL I./S VOL 618 CRITICAL E/W VOL 576 CRITICAL SU;.j 1194 ************************************* LAI\E KORTHBOUHD HOV WIDTH LAnE GEOJ:ETRY SOUTHBOUND EASTBOUND J.iOV UIDTH HOV vlIDTH vXSTBO'Jim EOV \:JIDTH RTL 12.0 RTL 12.0 RTL 12.0 RTL 12.0 1 2 3 4 5 6 NORTHBOUliD TRAFFIC VOLID.illS SOUTHBOuriD EASTBOUHD KESTBOtr,m LEFT T!{nU RIGHT 33 48 11 135 291 76 59 348 61 12 93 40 NORTHBOUl,D SOuTHBOU:;D EASTBOUlm HESTbOuJD TRUCKS (%) 5 5 5 5 LOCAL BUSES (#/HR) o o o o PEAI: HOUR FACTOR .85 .85 .85 .85 PHASIi~G H/S EN pr;DESTRIA!~ ACTIVITY CYCLL LEHG'!l; G/C - liB & SB TERU G/C - Eb L \iB TERU : 1 . HEI 1SER I \um; PROTECTED : 1. i:EITiiEIl TURN PROTECTED 1. 0 - 99 (#PEDS/HR) 60 SEcm;DS .4 .44 CRITICAL L/;.;;1; VOLU;;ES BY 110VE:;EHT ,Wrmll30UlW SO:::TEEom;;J EASTBOU:lD '.;LS'~BOU~JD THRU -rnG:~T 153 618 576 192 LE?T 0 0 0 0 LEFT TiJil.li CHECl~ iW!{II;mOUiW soui IHbou,m EASTbOUND \.:r::STBOUllD INPUT VOLUliI:; 33 135 59 12 CAPACITY 353 661 647 371 liE]:;!) PilASf.? lW NO NO 110 ~ MURRAY-DUDECK & ASSOCIATES CftITICAL f.iOVEi.iEjiT AHALYSIS LA\;;m;Ct; RD. OLD BOYl,TO;; bEItCH RD. EXISII. + DE.v. Pd Pli'I DATE OF COU:J'IS: 3/4/87 ********************************** LEVEL OF SERVICE A SATURATIOi; 51 CRITICAL N/S VOL 355 CRITICAL E/W VOL 565 Cr~ITICAL sm: 920 ************************************* LAIIE NonTliBOUim HOV \HDTH LANE GEm:E lRY SOUTHBOUND EASTBom,D HOV vlIDTIi HOV \UDTH viESTBOUllD HOV liIDTH . 1 2 :; 4 5 6 RTL 12.0 RTL 12.0 RTL 12.0 R lL 12.0 IWRTHBou:m F.AFfIC VOLUHES SOUTHBom;D EASTKlUIlD HESTBOUl:D LEF r THRU RIGHT 42 141 28 92 146 51 LOCAL BUSES (P./HR) o o o o 134 166 21 49 247 162 NORTHBOUl:D SOU .I:BOUlW EASTBou,m ~lES TBOUI:D TRUCKS (%) 5 5 5 5 PEAK HOUR FACTOR .85 .85 .85 .85 PHASI~G N/S EN PEDESTRIA~ ACTIVITY CYCLE LulGTH G/C - liB & SB THRU G/C - EE &: liB T~;F,U :1. NEITHER TURN PROTECTED : 1 . HLITH.EH: !uRH PROTECTED 1. 0 - 99 (#PEDS/HR) 60 SECOIlDS .4 .44 CRITICAL LAl1J:.; VOLUJ:ES BY 1.;OVi.::E::T ;;OIlTEBJUl:D SOUTHJ30UilD EASTBOUi:IJ ',':~ST1OU1:!) THRU -HIGHT 259 355 561 565 LEFl' 0 0 0 0 LI.:FT Turm CEECE IWRTHDOU.m SOU: IIIBOUJID EASTBOUlm HESTlJOUlm n;PUT VOLULE 1,2 92 134 49 CAPI,CITY 523 551 371 593 ,;BLD PEASE? 110 NO 1iO 1;0 ~ MURRAY-DUDECK & ASSOCIATES CRITICAL J.\OVEfjE\;T AIIALYSIS L!\\iilEiICF- RD. &: ODL BOYlITOl: BEACH RD. EXISII. + DEV . + LA\'I. GROVE+SCHOOL Ai.; PH'I DA'lE OF COUN11S: 3/4/87 ********************************** LEVEL OF SERVICE C SATURATIOlI 70 CRITICAL N/s VOL 687 CRITICAL E/~ VOL 581 CRIIIICAL Sml 1268 ************************************* LAH NORTHBOUUD HOV HID1!J-: LAllE GEOi.jETRY SOJTHBOUl:D EASTBOmm HOV ~IIDTH nov I\IDTH WESTBOUllD i10V KIDTrl 1 2 3 4 5 6 R'IL 12.0 RTL 12.0 RTL 12.0 RTL 12.0 NO?I JEBOUllD TRAFFIC VOLUi-iI:S SOUTHBOUiW EASTBom;D l.'ESTBOUND LEFT THRU RIGHT 33 64 11 144 328 85 63 348 61 12 93 44 NORTHBOUlm SOUTHBOUlW EASTBounD WESTi::OUl:D TRUCKS (%) 5 5 5 5 LOCAL BUSZS (#/HR) o o o o PEAK HOUR FACTOR .85 .85 .85 .85 PliAsr;:G III S EN PEDESTRIAn ACTIVlllY CYCLE LE:1GTH G/c - II::! & Sf:) THRU G/c - E1 & I'll THRU :1. NEIIIHER TURH PROTECIIED : 1 . I:EI! iH:L:R IIURI; PROTECTED 1. 0 - 99 (~PEDS/HR) 60 SECO;<DS .4 .44 CRITICAL LAin: VOLUJ.iES BY i:OVE!.J:Q;T iiOR'IHBOmlD SOUIIHBOUND EASTBomm ilES TJ30UHD TEfiU -RIGHII 173 687 581 197 LEFT 0 0 0 0 LEFT TURH CIlEC1: IWl:TElJOUJD SOU' 'IIBOU,:D E/,Sn:OlJlW liESTlJOUiW n;PUT VOLu;.m 33 144 63 12 CAPACITY 307 645 643 371 NEJ.;D PHASE? IW NO NO NO ~ MURRAY-DUDECK & ASSOCIATES CRITICAL MOVEHEUT ANALYSIS LA~~~~CE RD. OLD BODvTON BEACH RD. EXIST.+DEV.+LAW. GROVE PM PHT DATE OF COUNTS: 3/4/87 ********************************** LEVEL OF SERVICE A SATURATION 53 CRITICAL N/s VOL 381 CRITICAL E/w VOL 578 CRITICAL SUM 959 ************************************* LANE NORTIl:BOUND Jo.:OV \\1:DTH LANE GEOHETRY SOUTHBOUND EASTBOUND MOV KIDT.d HOV \HDTH WESTBOUllD MOV ltaDi'll RTL 12.0 v.'ES'l'BOUliD 49 247 169 PEAK HOUR FACTOR .85 .85 .85 .85 w"ESTBOUHD 573 o WESTBOUND 49 593 NO 1 2 3 4 5 6 RTL 12.0 RTL 12.0 RTL 12.0 NORTHBOUHD TRAFFIC VOLUHES SOU: lrIBOmm EASTBOUND LEFT ilHRU RIGHT 42 166 28 TRUCKS (%) 5 5 5 5 96 159 55 LOCAL BUSES (#/HR) o o o o 141 166 21 NORTHBOUND SOUTHBOUHD EASTBOmm HESTBOmm PHASING N/s E/~I PEDESTRIAN ACTIVIlly CYCLE LEnGTH GIC - NB & SB THRU G/C - EB & WB THRU :1. NEITHER TURN PROTECTED :1. NEITHER TURN PROTECTED 1. 0 - 99 (#PEDS/HR) 60 SECONDS : .4 : .44 CRITICAL LAN!: VOLU11ES BY HOVE:mn THRU -RIGHT LEFT NORTHBOUllD 290 o SOU'\}lBOUliD 381 o EASTBOUlJD 578 o LEFT TURN CHECK INPUT VOLUHE CAPACITY NEED PHASE? NORTHBOUND 42 506 NO SOUTHBOUND 96 526 NO EASTBOUHD 141 364 HO MURRAY-DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS LAWRENCE RD. & HYPDLUXO RD. E X I ST. f4M PHT DATE OF COUNTS: 3/10/87 ********************************** LEVEL OF SERVICE B SATUF:ATION 56 CRITICAL NIS VOL 3C)4 CRITICAL E/W VOL 623 CRITICAL SUM 927 ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND ~lOV WIDTH 1 RT. L. . 12.0 12.0 R. . 12.0 RT. 12.0 T. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 R. . 12.0 T. . 12.0 T. . 12.0 L. . 12.0 2 .,. '-' 4 5 6 ; . . .. .. NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT 44 81 47 113 74 15 162 763 66 68 291 164 NOF:THBDUND SOUTHBOUND EASTBOUND WESTBOUND TRUCkS (I.) 5 5 5 5 LOCAL BUSES (*/HR) o (I o o PEAk HOUR FACTOR .85 .85 .85 .85 PHASING NIS :4. BOTH TURNS PROTECTED (WITH OVERLAP) E/W :4. BOTH TURNS PROTECTED (WITH OVERLAP) PEDESTRIAN ACTIVITY 1. o - 99 (#PEDS/HR) CYCLE LENGTH 80 SECONDS GIC - N8 & 58 THRU .34 GIC - E8 & WB THRU .." ..... CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 158 91 5.]5 202 LEFT 57 146 210 88 LEFT TURN CHECf< NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 44 113 162 68 CAPACITY 526 472 249 0 NEED PHASE? N/A N/A N/A N/A ~ J MURRAY-DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALVSIS LAWRENCE RD_ & HVPDLUXO RD_ EXIST. PM PHT ,- DATE OF COUNTS; 3/10/87 ********************************** LE\'EL OF SEHV I CE A SATURATION 48 CRITICAL NIS VOL 375 CRITICAL E/W VOL 4-.1. 0 CRITICAL SUM 78:3 ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND MOV WIDTH 1 RT. L. . 12.0 12.0 R. . 12.0 RT. 12.0 T. . 12.0 T. 12.0 L. . 12.0 L. . 12.0 R. . T.. T. . L. . 12.0 12.0 12.0 12.0 .., ~ 3 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND \.JESTBOUND LEFT THRU RIGHT 87 151 70 80 82 15 41 398 49 B7 552 107 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (hJ 5 5 5 5 LOCAL BUSES (#/HR) o (I o o PEAK HOUR FACTOR .B5 .85 .85 .85 PHASING NIS :4. BOTH TURNS PROTECTED (WITH OVERLAP) E/W :4. BOTH TURNS PROTECTED (WITH OVERLAP) PEDESTRIAN ACTIVITY 1. o - 99 (#PEDS/HR) CYCLE LENGTH 80 SECONDS G/C - NB ~{ 5B THRU .34 G/C - EB 8< WB THRU . "-' CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND 1AJESTBOUND THRU -RIGHT 272 101 288 ::;57 LEFT 112 103 5~, 1.1.2 LEFT TUF<N CHEn:: NORTHBOUND SOUTHBOUND EASTBOUND \~ESTBOUND INPUT VOLUME 87 80 41 87 CAPACITY 518 379 I) 93 NEED PHASE"?' N/A N/A N/A N/A MURRAY -DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS LAWRENCE RD. & HYPOLUXO RD_ EXIST. + DEV. AM PHT DATE OF COUNTS: 3/10/87 ********************************** LE'.!EL DF ~,EF,VICE :B SATLW'ATION 62 CRITICAL NIS VOL 375 CRITICAL E'W VOL 64-4- CRITICAL SUM 1C).:1.9 ************************************* LANE NORTHBOUND MOV WIDTH 1 RT. L. . 12.0 12.0 ~ .:. ..:... 4 ~ -' 6 NORTHBOUND LE<=T THF:U F: I GHT 61 100 86 NORTHBOUND SOUTHBOUND EASTBOUND I>iESTBOUND TRUCf::S (I.) 5 5 5 5 PHASING NIS EIW PEDESTRIAN ACTIVITY CYCLE LENGTH GIC - NB & SB THRU GIC - EB & WB THRU LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND r-1DV WIDTH R. 12.0 RT. 12.0 T. 12.0 T. 12.0 L. 12.0 L. 12..(J R. . T. . T. . L. . 1:2.0 12.n 12.0 1::.0 TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUt"D 113 81 15 162 763 82 72 291 164 LOCAL BUSES (#/HR) (> o o o PEAK HOUR FACTOR .85 ,85 .85 .85 : 4. :4. 1. BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) o - 99 (#PEDS/HR) 80 SECONDS .34 ~ .. .-' NOF:TI-'BOU~ID CRITICAL LANE VOLUMES BY MOVEMENT r::ASTPOUND WESTPC!U~.1 ) :21)::': ll} .) THF:LJ ".F, I GHT LEFT :::9 79 NOF~THBOU~'ID INPUT VOLUME 61 CAP~CITY 519 tlEED F'Hf"SE':' N/A SOUTHBOUND 1 )0 146 :.38 :21 i) LEFT TURN CHECf. 50UTHE<OUND 1 J" 41 i~ N/A E{iSTD'JU~JD 16:: .:>.V~ tJ/A :'JESTP.'.JUND t:'~ \) ~.1/A MURRAY-DUDECK & ASSOCIATES CFo:: I TICAL MDVEr-IENT ANAL VB IS LAWRENCE RD. & HYPOLUXD RD. EXIST. + DEV. PM PHT DATE OF COUNTS: 3/10/87 *~******************************** LEVEL OF SERVICE A SATURATION 54 CRITICAL NIB VOL 420 CRITICAL EIW VOL 473 CRITICAL SUM 893 ************************************* LANE NDRTHBOUND MO'.! WIDTH RT. L. . 12.0 12.u 1 2 3 4 5 6 NORTHBOUND LEFT THRU RIGHT 98 163 94 NORTHBOUND SOUTHBOUND EAST80U~m WESTBOUND TRUU.S (;/.) 5 5 5 5 PHASING N/S E/l'" PEDESTRIAN ACTIVITY CYCLE LENGTH GIC - N8 & SB THRU GIC - EB & W8 THRU THnu -RIGHT LEFT NORTHBCUND 317 127 INPUT VOLUME CAFAC ITV ~jEED PHASE";' NORTHBOUND 98 495 N/!l LAi'IE GEOl"IETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH R. 12.0 RT. 12.0 T. 12.0 T. . 12.0 L. 12. .:) L. . 12.0 TRAFFIC VOLUMES SOUTHBOUND EASTBOUND 80 105 15 41 398 70 WESTPOUND MOl.! WIDTH R. . T. . T. . L. . 12.0 12.0 12.0 12.0 LOCAL BUSES (#/HR) ,) o o o WESTBOUND 133 552 107 PE~K HOUR FACTOR .85 .85 .85 .85 :4. : 4. 1- 80 .34 BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (WITH UVERLAP) o - 99 (#PEDS/HR) SECONDS CRITICAL LANE VOLUMES BY MOVEMENT SOUTHE,OUND 1::9 1<1', E(~ST9IJUr'm ::;01 ~-. ~ -' ~,jESTBi:_;UND 357 172 WESTH::.lUND 133 72 r-UA LEFT TURN CHEel: SOUTHBOUND 80 343 N/A E?~'.,-rBour'm 41 I) N/A MURRAY-DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS LAWRENCE RD_ & HYPOLUXO RD_ EXIST.+DEV.+LAW.GROVE+SCHOOL AM PHT DATE OF COUNTS: 3/10/87 ********************************** LEVEL OF SERVICE C SATURATION 69 CRITICAL NIS VOL 457 CRITICAL E/W VOL 687 CRITICAL SUM .1 .144 ************************************* LANE NORTHBOUND MOV WIDTH 1 RT. L. . 12.0 12.0 2 3 4 5 6 NORTHBOUND LEFT THRU F: I GHT 81 122 131 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (I.) 5 5 5 5 LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH R. . 12.0 RT. 12.0 T. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 TRAFFIC VOLUMES SOUTHBOUND EASTBOUND 113 94 15 162 763 84 WESTBOUND MOV WIDTH R. . T. . T. . L. . 12.0 12.0 12.0 12.0 LOCAL BUSES (#/HR) o (, o o WESTBOUND 109 291 164 PEAK HOUR FACTOR .85 .85 .85 .85 PHASING N/S :4. BOTH TURNS PROTECTED (WITH OVERLAP) E/W :4. BOTH TURNS PROTECTED (WITH OVERLAP) PEDESTRIAN ACTIVITY 1- (I - 99 (#PEDS/HR) CYCLE LENGTH 80 SECONDS GIC - NB 8< SB THRU .34 G/C - EB '., WB THRU .,. . -' THRU -RIGHT LEFT NORTHBOUND 311 105 INPUT VOLUME CAPAC ITY NEED PHASE? NORTHBOUND 81 506 N/A CRITICAL LANE VOLUMES BY MOVEMENT SOUTHBOUND 116 146 EASTBOUND 546 210 WESTBOUND 2\)2 141 WESTBOUND 109 o N/A LEFT TURN CHECf< SOUTHBOUND 113 347 N/A EASTBOUND 162 249 N/A MURRAY -DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS LAWRENCE RD_ & HYPOLUXD RD_ EXIST.+DEV.+LAW.GRDVE PM PHT DATE OF COUNTS: 3/10/87 *********************************~ LEyE~ OF 8ERVICE ~ SATUR(HION .5";> CRITICAL NIS VOL 4-49 CRITICAL Ell"! VOL 520 CRITICAL SUM 969 ************************************* LANE NORTHBOUND ~lOV WIDTH 1 RT. L. . 12.0 12.0 2 3 4 5 6 NORTHBOUND LEFT THRU RIGHT NORTHBOUND SOUTHBOUND EASTBOUND I-<JESTE<OUND TRUCKS (i:) 5 5 5 5 PHASING NIS EIW PEDESTRIAN ACTIVITY CYCLE LENGTH Gle - NB & S8 THRU O/C - EB & WB THRU 105 171 110 :4. :4. 1- 80 .34 LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH L>JESTBOUND MOV WIDTH R. 12.0 R1. 12.0 T . 12.0 1. 12.0 L. . 12.0 L. 12.0 R. . T. . T. . L. . 12.0 12.0 1':.' n 12.0 TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND 80 1:20 15 41 :.98 8' 163 552 107 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR .85 .85 .85 .85 BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) o - 99 (#PEDS/HR) SECONDS .,. ...;. CRITICAL LANE VOLUMES BY MOVEMENT THPU -FIGHT LEFT NOF.THBOUND 3'+6 1:36 Et';STBour ID \.JESTBOllND 357 211 SOUTHBOUND 148 103 -3r)9 53 LEFT TURI" CHEU~ NORTHBOUND SUUTHBOUND EASTBUUND WESTBOUND INPUT VOLUME 1~)5 80 41 1 ~)-.:;, CAPACITY 480 319 0 59 NEED PHASE? N/A N'A NIA N/A MURRAY-DUDECK & ASSOCIATES LAWRENCE RD. & 22ND. AVE. CRITICAL MOVEMENT ANALYSIS EXIST. AM PHT DATE OF COUNTS: 3/4/87 ..***************.************.*.. LEVEL OF SERVICE A SATURATION 19 CRITICAL NIS VOL 211 CRITICAL E/W VOL 122 CRITICAL SUM 333 ..***.*******..**..******.........*.* . LANE 1 2 3 4 5 6 NORTIiBOUND MOV WID'IH Roo 12.0 Too 12.0 LANE GEOOETRY SOUTHBOUND EASTBOUND MOV WIDTIi MOV WIDTH WESTBOUND MOV WIDTIi T.. 12.0 Loo 12.0 R.. 12.0 Loo 12.0 TRAFFIC VOLUNES NORTIiBOUND . SOUTHBOUND EASTBOUND WESTBOUND LEFT 0 75 0 102 TIiRU 98 175 0 0 RIGHT 90 0 0 43 TRUCKS (~) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTIiBOUND 2 0 .85 SOUTHBOUND 2 0 .85 EASTBOUl\D 2 0 .85 WESTBOUND 2 0 .85 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LF..NGTII GIC - NB & SB THRU GIC - EB & ~~ THRU THRU -RIGHT LEF'T NORTHBOUND 117 o INPUT VOLUME CAPACITI NEED PHASE? NORTHBOUND o 695 NO : 2. HEAVIEST TURN PROTECTED :1. NEITHER TURN PROTECTED 1. 0 - 99 (IiPEDSIHR) 60 SECONDS : .5 : .25 CRITICAL LANE VOL~1ES BY MOVEME~7 SOUTHBOUND 210 94 EASTBOUND o o \>.'ESTBOU!\D 51 122 LEF'T TURN CHECK SOUTHBOUND 75 772 N/A EASTBOUND o 495 NO WESTBOUND 102 495 NO MURRAY -DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS LAWRENCE RD. & 22ND. AVE. LANE 1 2 3 4 5 6 LEFT TIIRU RIGHT NORTHBOUND MOV WIDTH Roo 12.0 Too 12.0 NORTIIBOUND TRUCKS (%) 2 2 2 2 NORTHBOUND SOUTIlBOUND EASTBOUND WESTBOUND PHASING N/S E/w PEDESTRIAN ACTIVITY CYCLE LENGTIl G/e - NB & SB THRU G/C - EB & \o.'B THRU THRU -RIGHT LEFT INPtIT VOLUME CAPACITY NEED PHASE? NORTHBOUND .249 o NORTHBOUND o 703 NO EXIST. PM PHT DATE OF COUNTS: 3/4/87 ********************************** LEVEL OF SERVICE A SATURATION 27 CRITICAL N/S VOL 322 CRITICAL E/W VOL 146 CRITICAL SUM 468 ************************************* LANE GEOMErRY SOUTHBOUND EASTBOUND HOV WIDTH t-lOV WIDTII Too 12.0 Loo 12.0 TRAFFIC VOLUMES SOUTHBOUND EASTBOUND o 208 123 58 167 o LOCAL BUSES (#/HR) o o o o o o o WESTBOUND MaV \HDTII R.. 12.0 L.. 12.0 WESTBOUND 122 o 73 PEAK HOUR FACTOR .85 .85 .85 .85 IVESTBOUl\D 87 146 WESTBOUND 122 495 NO :2. HEAVIEST TURN PROTECTED : 1. NEITIlER TURN PROTECTED 1. 0 - 99 (flPEDS/HP.) : 60 SECONDS : .5 : .25 CRITICAL LANf VOLUMES BY MOVEMENT SOUTHBOUND 200 73 LEFT TURN CHECK EASTBOUND o o SOUTHBOUND 58 662 N/A EASTBOUND o 495 NO ~ MURRAY-DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALVSIS LAWRENCE RD. & 22ND. AVE. EXIST. + DEV. AM PHT DATE OF COUNTS: 3/4/87 ********************************** LEVEL OF SERVICE A SATURATION 23 CRITICAL N/S VOL 253 CRITICAL E/W VOL .1. 32 CRITICAL SUM 385 ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND MOV WIDTH 1 R. . T. . 12.0 12.0 T. . L. . 12.0 12.0 R. . L. . 12.0 12.0 2 .,.. ...;. 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND IoJESTBOUND LEFT THRU RIGHT I) 111 90 85 205 o (I o o 102 o 49 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (f.) 5 5 5 5 LOCAL BUSES (#/HR) o o o (I PEAK HOUR FACTOR .85 .85 .85 .85 PHASING NIS :4. BOTH TURNS PROTECTED (WITH OVERLAP) E/W :4. BOTH TURNS PROTECTED (WITH OVERLAP) PEDESTRIAN ACTIVITY 1. o - 99 (#PEDS/HR) CYCLE LENGTH 80 SECONDS G/C - N8 & S8 THRU : .34 G/C - E8 & WB THRU : .... .... CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 137 253 (I 60 LEFT (I 110 (I 132 - LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME (I 85 I) 102 CAPACITY 395 489 540 540 NEED PHASE? N/A NIA NIA N/A ~ MURRAY-DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS LAWRENCE RD_ & 22ND_ AVE_ EXIST. + DEV. PM PHT DATE OF COUNTS: 3/4/87 ********************************** LEVEL OF SERVICE A SATURATION 32 CRITICAL NIS VOL 369 CRITICAL EIW VOL .1.. 58 CRITICAL SUM 527 ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND NOV WIDTH 1 R. . T. . 12.0 12.0 T. . L. . 12.0 12.0 R. . L. . 12.0 12.0 ~ "" 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT o 64 181 o o o o 122 o 85 232 123 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUD..S (I.) 5 5 5 S LOCAL BUSES (#/HR) o o l) o PEAK HOUR FACTOR .85 .85 .55 .85 PHASING NIS :4. BOTH TURNS PROTECTED (WITH OVERLAP) EIW : 4. BOTH TURNS PROTECTED (WITH OVERLAP) PEDESTRIAN ACTIVITY 1. 0 - 99 (#PEDS/HR) CYCLE LENGTH 80 SECONDS GIC - NB ~, SB THRU .34 GIC - EB & WB THF:U .3 CRITICAL LANE VOLUMES BY ~lOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT :286 :223 0 105 LEFT 0 8:": 0 158 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 0 64 0 1 --""J CAPACITY 41 '1 368 S'lO 540 NEED PHASE? N/A N/A N/A N/A ~ MURRAY -DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS LAWRENCE RD. & 22ND. AVE. EXIST.+DEV.+LAW.GROVE+SCHOOL AM PHT DATE OF COUNTS: 3/4/87 ********************************** LEVEL OF SERVICE A SATURATION 28 CRITICAL NIS VOL 32.1- CRITICAL EIW VOL .132 CRITICAL SUM 453 ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WEST80Ui'1D MOV WIDTH 1 R. . T. . 12.0 12.0 T. . L. . 12.0 12.0 R. . L. . 12. <) 12.0 2 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EAST80UND WESTBOUND LEFT ThRU RIGHT (J 135 90 113 260 o o o 102 o 61 (> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUO::S (i'.) 5 5 5 5 LOCAL BUSES (#/HR) o o (I o PEAl< HOUR FACTOR .85 .85 .85 .85 PHASING NIS :4. 80TH TURNS PROTECTED (WITH OVERLAP) E/W :4. BOTH TURNS PROTECTED (WITH OVERLAP) FEDESTRIAN ACTIVITY 1. o - 99 (#PEDS/HR) CYCLE LENGTH 80 SECONDS GIC - NB 8, S8 THRU .34 G/C - EB 8< WB THRU .3 CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THF.:U -RIGHT 166 321 (I 75 LEFT 0 146 (I 1.-"" '-''':'' LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOU~ID INPUT VOLUME 0 113 0 102 CAPAC ITY 340 465 540 5,.0 NEED PHASE? N/A NiA N/A N/A ~ MURRAY-DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALVSIS LAWRENCE RD_ & 22ND_ AVE_ EXIST.+DEV.+LAW.GROVE PM PHT DATE OF COUNTS: 3/4/87 *******.************************** LEVEL OF SERVICE A SATUF:ATION 36 CRITICAL NIS VOL 429 CRITICAL EIW VOL .1. 58 CRITICAL SUM 587 ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND MOV WIDTH 1 R. . T. . 12.0 12.0 T. . L. . 12.0 12.0 R. . L. . 12.0 12.0 ~ ~ 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUN~ EASTBOUND l>JESTBOUND o o o o 1"'''' o 104 LEFT THRU RIGHT o 271 123 74 202 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCf<S (I.) 5 5 5 5 LOCAL BUSES (#/HR) o () o (I PEAK HOUR FACTOR .'35 .85 .85 .85 PHASING NIS :4. BOTH TURNS PROTECTED (WITH OVERLAP) EIW :4. BOTH TURNS PROTECTED (WITH OVERLAP) PEDESTRIAN ACTIVITY 1. o - 99 (#PEDS/HR) CYCLE LENGTH 80 SECONDS GIC - NB & SB THRU .34 GIC - EB ~( WB THRU ..:> CRITICAL LANE VOLUMES BY ~1OVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 334 249 0 128 LEFT (I 95 0 158 LEFT TURN CHECL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 0 74 0 122 CAPACITY 398 329 540 54.) NEED PHASE? N/A N/A N/A NIA MURRAY-DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS MILITARY TRAIL & HYPOLUXO RD. EXIST. AM PHI' DATE OF COUNTS: 3/9/87 ********************************** LEVEL OF SERVICE E SATURATION 104 CRITICAL Nls VOL 882 CRITICAL Elw VOL 826 CRITICAL SUM 1708 ************************************* LANE 1 2 3 4 5 6 NORTHBOUND MOV WIDTH RT. 12.0 1.. 12.0 LEFT THRU RIGHT NORTHBOUND 27 219 286 TRUCKS (%) 2 2 2 2 NORTHBOUtiD SOUTHBOUND EASTBOUND WESTBOUND PHASING NIS E/W PEDESTRIAN ACTIVITY CYCLE LENGTH Gle - NB & SB THRU GIC - EB & WE THRU LANE GE<J1ETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND MOV WIurn RT. 12.0 Loo 12.0 RT. 12.0 L.. 12.0 RT. 12.0 Loo 12.0 TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND 104 198 54 220 430 18 LOCAL BUSES (#/HR) o o o o 16 528 52 PEAK HOUR FACTOR .85 .85 .85 .85 BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TUR~S PROTECTED (WITH OVERLAP) o - 99 (#PEDS/HR) :4. :4. 1. : 80 SECONDS : .34 : .3 CRITICAL LANE VOLUMES BY MOVEME~7 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 605 537 695 301 ~ 34 277 20 131 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPtTf VOLUME 27 220 16 104 CAPACITY 152 95 288 0 NEED PHASE? N/A NIA N/A N/A I MURRAY-DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS MILITARY TRAIL & HYPOLUXO RD. EXIST. PM PHT DATE OF COUNTS: 3/9/87 ********************************** LEVEL OF SERVICE E SATURATION 103 CRITICAL H!S VOL 976 CRITICAL E/w VOL 719 CRITICAL SUM 1695 ************************************* NORTHBOUND MaV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDW MOV \l.'IDTH LANE 1 2 3 4 5 6 RT. 12.0 Loo 12.0 RT. 12.0 Loo 12.0 RT. 12.0 L.. 12.0 WESTBOUND MOV WIDTH RT. 12.0 L.. 12.0 TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 73 168 35 177 THRU 483 262 262 392 RIGHT 155 33 33 171 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 2 0 .85 SOUTHBOUND 2 0 .85 EASTBOUND 2 0 .85 WESTBOUND 2 0 .85 PHASING NIS EN PEDESTRIAN ACTIVITY CYCLE LENGW G/C - NB & SB THRU GIC - EB & \o.~ THRU :4. :4. 1. : 80 SECONDS : .34 : .3 BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) o - 99 <#PEDS!HR) CRITICAL LANE VOLUMES BY MOVEMEh~ NORTHBOUND SOUTHBOUND EASTBOUND \o.'ESTBOUND THRU -RIGHT 765 353 353 675 LEFT 91 211 44 223 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPlTf VOLUME 73 168 35 177 CAPACITY 305 0 0 245 NEED PHASE? N/A N/A NIA N/A MURRAY-DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS MILITARY TRAIL & HYPOLUXO RD. EXIST .+DEV. AM PHI' DATE OF COUNTS: 3/9/87 .*...*..*****.*.**......*.....**** LEVEL OF SERVICE C SATURATION 67 CRITICAL N/S VOL 606 CRITICAL EIW VOL 498 CRITICAL SUM 1104 *******.*.***********.*********.*.*** NORTIIBOUND LANE MOV WIDTII 1 RT. 12.0 2 Too 12.0 3 L. . 12.0 4 5 6 LEFT THRU RIGHT NORTh"BOUND 27 219 317 TRUCKS (%) 2 2 2 2 NORTIiBOUND SOUTHBOUND EASTBOUND WESTBOUND PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LENGTII GIC - HE & SB THRU G!C - EB & WE TIiRU LANE GEOMETRY SOUTHBOUND EASTBOUND WESTBOUND MOV WIDTIi MOV WIDTH MaV WIDTH RT. 12.0 RT. 12.0 RT. 12.0 T. . 12.0 T. . 12.0 T. . 12.0 Loo 12.0 Loo 12.0 L. . 12.0 TRAFFIC VOLUMES SOUTHBOlTh'D EASTBOlTh'D WESTBOUND 104 201 68 222 430 20 16 529 58 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR .85 .85 .85 .85 BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) o - 99 (#PEDS!HR) :4. :4. 1. 80 SECONDS : .34 : .3 CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND w'ESTBOUND TIiRU -RIGHT 327 282 367 167 LEFT 34 279 20 131 LEFT TURN CHECK NORTIIBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 27 222 16 104 CAPACI1Y 150 64 271 0 NEED PHASE? N/A N/A N/A N/A MURRAY-DUDECK" ASSOCIATES CRITICAL MOVEMENT ANALYSIS MILITARY TRAIL & HYPOLUXO RD. EXIST.+DEV. PM PIIT DATE OF COUNTS: 3/9/87 ...*.............................. LEVEL OF SERVICE B SATURATION 63 CRITICAL HIS VOL 630 CRITICAL E/W VOL 411 CRITICAL SUM 1041 ..................................... NORTHBOUND LANE MOV WInn! 1 RT. 12.0 2 Too 12.0 3 L. . 12.0 4 5 6 NORTHBOUND LEFT THRU RIGHT 73 483 172 TRUCKS (%) 2 2 2 2 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PHASING NIS E/w PEDESTRIAN ACTIVITY CYCLE LENGTH GIC - NE & SB THRU GIC - EB & \\'B THRU LANE GEOMETRY SOUTHBOUND EASTBOUND WESTBOUND MOV WIDn! MOV WIDTH HOV WIDTH RT. 12.0 RT. 12.0 RT. 12.0 T. . 12.0 T. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND 177 262 37 35 265 37 177 392 195 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR .85 .85 .85 .85 BOTH TURNS PROTECTED (\\'ITH OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) o - 99 (~PEDS/HR) CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 407 187 188 363 .,,- LEFT 91 223 44 223 .,,-- LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 73 177 35 177 CAPACITY 301 0 0 238 HEED PHASE? H/A N/A HIA H/A ..- MURRAY -DUDECK Ie ASSOCIATES CRITICAL MOVEMENT ANALYSIS MILITARY TRAIL & HYPOLUXO RD. EXIST.+CITRUS+LAWRENCE AM PHT DATE OF COUNTS: 3/9/87 *..***.***********..*.***.***.*... LEVEL OF SERVICE C SATURATION 67 CRITICAL NIS VOL 609 CRITICAL E/W VOL 499 CRITICAL SUM 1108 .....**************.**********..****. NORTHBOUND LANE MOV WIDlH 1 RT. 12.0 2 Too 12.0 3 L.. 12.0 4 5 6 LEF"T THRU RIGHT NORTHBOUND 27 219 317 NORlHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (%) 2 2 2 2 PHASING NIS E/W PEDESTRIAN ACTIVITY CYCLE LENGlH G/C - NB & SB THRU G/C - EB & WE THRU LANE GE<J1ETRY SOtITHBOUND EASTBOUND WESTBOUND MOV WIDlH MOV WIDlH MQV WIDTH RT. 12.0 RT. 12.0 RT. 12.0 Too 12.0 T. . 12.0 T. . 12.0 L.. 12.0 L.. 12.0 L. . 12.0 TRAFFIC VOLUMES SOlIT'HBOUND EASTBOUND WESTBOUND 104 203 75 224 430 20 16 530 58 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR .85 .85 .85 .85 BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) o - 99 (#PEDS/HR) :4. :4. 1. 80 SECONDS : .34 : .3 CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 327 282 368 172 LEFT 34 282 20 131 LEF"T TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 27 224 16 104 CAPACITY 150 64 262 0 NEED PHASE? N/A N/A N/A N/A MURRAY-DUDECK" ASSOCIATES .' CRITICAL MOVEMENT ANALYSIS MILITARY TRAIL & HYPOLUXO RD. EXIST.+CITRUS+LAWRENCE PM PHT DATE OF COUNTS: 3/9/87 .................................. LEVEL OF SERVICE B SATURATION 64 CRITICAL N/S VOL 640 CRITICAL EIW VOL 413 CRITICAL SUH 1053 ..........*....*.......*..........*.. LANE GECJ1ETRY NORTIIBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTII MOV WIDTIl MOV WIDTH MOV WIDTH 1 RT. 12.0 RT. 12.0 RT. 12.0 RT. 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 L. . 12.0 L. . 12.0 Loo 12.0 L. . 12.0 4 5 6 TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEIT 73 185 35 177 THRU 483 262 268 393 RIGHT 172 37 37 199 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTIIBOUND 2 0 .85 SOUTHBOmm 2 0 .85 EASTBOUND 2 0 .85 WESTBOU!\1) 2 0 .85 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTIl GIC - NB & SB THRU GIC - EB & ~~ THRU :4. :4. 1. : 80 SECONDS : .34 : .3 BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) o - 99 ('PEDS/HR) CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 407 187 190 366 . LEFT 91 233 44 223 LEFT TURN CHECK NORTIIBOUND SOUTHBOUND EASTBOUND \>.'ESTBOUND INPUT VOLUME 73 185 35 177 CAPACITY 301 0 0 235 NEED PHASE? N/A N/A N/A N/A "- MURRAY-DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS CONGRESS AVE. & HYPOLUXO RD. EXIST. AM PHT DATE OF COUNTS: 3/5/87 .................................. LEVEL OF SERVICE B SATURATION 64 CRITICAL HIs VOL 461 CRITICAL E/W VOL 602 CRITICAL SUM 1063 ..................................... LANE GEa1ETRY NORTHBOUND SOlITHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV ,,"'IDTII MOV WIDTH MOV WIDTH 1 Roo 12.0 R.. 12.0 R. . 12.0 R. . 12.0 2 T.. 12.0 T. . 12.0 Too 12.0 T. . 12.0 3 Too 12.0 T. . 12.0 T.. 12.0 Too 12.0 4 L. . 12.0 Loo 12.0 L. . 12.0 L. . 12.0 5 6 TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 103 171 143 133 THRU 252 528 692 311 RIGHT 48 32 89 24 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTIIBOUND 2 0 .85 SOUTHBOUND 2 0 .85 EASTBOUKD 2 0 .85 WESTBOUND 2 0 .85 Nls :4. E/w PEDESTRIAN ACTIVITY CYCLE LENGTII GIC - NB & SB THRU GIC - EB & WE THRU PHASING BOTH TURNS PROTECTED (WITII OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) o - 99 ('PEDS/HR) :4. 1. 80 SECONDS : .34 : .3 CRITICAL LAtOE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 158 332 435 195 LEFT 129 215 180 167 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 103 171 143 133 CAPACITY 72 348 229 0 NEED PHASE? NIA N/A NIA NIA MURRAY-DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS CX>NGRESS AVE. & HYPOLUXO RD. EXIST. PM PIIT DATE OF CX>UNTS: 3/5/87 ********************************** LEVEL OF SERVICE D SATURATION 80 CRITICAL N/S VOL 702 CRITICAL E/W VOL 624 CRITICAL SUM 1~26 ************************************* NORnIBOUND LANE MOV WIDTII 1 R..12.0 2 Too 12.0 3 T.. 12.0 4 L.. 12.0 5 6 LEFT THRU RIGHT NORTHBOUND 317 687 68 TRUCKS ( %) 2 2 2 2 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH G/C - NB & 5B THRU G/C - EB & \om THRU LANE GECtlETRY SOlrfHBOUND EASTBOUND WESTBOUND MOV WIDnI MOV WIDTH MOV "''lDTH Roo 12.0 R.. 12.0 R. . 12.0 T. . 12.0 T. . 12.0 1. . 12.0 1.. 12.0 T. . 12.0 'f. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND 229 583 42 153 482 45 LOCAL BUSES (#/HR) o o o o 204 394 35 PEAK HOUR FACTOR .85 .85 .85 .85 :4. :4. 1. : 80 SECONDS : .34 : .3 BOTH TURNS PROTECTED (WInI OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) o - 99 (#PEDS/HR) CRITICAL LANE VOLUMES BY MOVlliENT NORnIBOUflt1> SOtITHBOUND EASTBOUND WESTBOUND THRU -RIGHT 432 303 248 367 LEFT 399 192 257 288 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND \t,'ESTBOUND INPlIT VOLUME 317 153 204 229 CAPACITY 118 0 0 146 NEED PHASE? HIA HIA NIA N/A MURRAY-DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS CONGRESS AVE. & HYPOLUXO RD. EXIST .+DEV. At1 PHT DATE OF COUNTS: 3/5/87 .********************************* LEVEL OF SERVICE B SATURATION 65 CRITICAL N/5 VOL 462 CRITICAL E/W VOL 614 CRITICAL SUN 1076 .************************************ LANE GECX1ETRY NORTHBOmm SOUTHBOUND EASTBOUND WESTBOU1I'D LAr-.'E MOV WIDTH MOV WIDTIl MOV WIDTIl MOV WIDTH 1 R. . 12.0 R. . 12.0 R.. 12.0 Roo 12.0 2 T. . 12.0 T. . 12.0 T.. 12.0 Too 12.0 3 T. . 12.0 T. . 12.0 Too 12.0 T. . 12.0 4 L.. 12.0 L. . 12.0 L. . 12.0 L. . 12.0 5 6 TRAFFIC VOLUMES NORTHBOUND . SOUTHBOUND EASTBOUND WESTBOilllD LEIT 103 171 143 135 THRU 257 530 705 315 RIGHT 102 63 178 48 TRUCKS (%) LOCAL BUSES (f /HR) PEAK HOUR FACTOR NORTIlBOUKD 2 0 .85 SOUTHBOUND 2 0 .85 EASTBOUND 2 0 .85 WESTBOUr-.'D 2 0 .85 PHASING Nls EN PEDESTRIAN ACTIVITY CYCLE LENGTIl G/C - NB & SB THRU G/C - EB & WE THRU :4. :4. 1. : 80 SECONDS : .34 : .3 BOTH TURNS PROTECTED (h~TIl OVERLAP) BOTIl TURNS PROTECTED (WITH OVERLAP) o - 99 (#PEDS/HR) CRITICAL LANE VOLIDffiS BY NOVENEtn NORTHBOUND SOUTHBOUND EASTBOUND \VESTBOUr-;D THRU -RIGHT 161 333 444 198 LEFT 129 215 180 170 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 103 171 143 135 CAPACITI 70 343 225 0 NEED PHASE? N/A N/A NIA N/A "MURRAY-DUDECK & ASSOCIATES CRITICAL MOVr.'1f:.NT ANALYSIS CONGRESS AVE. & HYPOLUXO RD. EXIST .+DEV. PN PlIT DATE OF COUNTS: 3/5/67 ********************************** LEVEL OF SEP.VICE D SATURATION 81 Cf-ITICAL N/S VOL 707 CRITICAL E/W VOL 633 CRITICAL SUM 1340 ************************************* LA!iE GEOHETRY NORTIJBOUl'm SOlITHBOUND EASTBOUND \fESTBornm LANE MOV \lIDTIJ ~1OV mDm tfOV \IIDTH tIOV \'IDTH 1 R.. 12.0 Roo 12.0 R. . 12.0 R. . 12.0 2 Too 12.0 T.. 12.0 T.. 12.0 Too 12.0 3 T. . 12.0 Too 12.0 Too 12.0 T.. 12.0 4 L.. 12.0 L. . 12.0 L.. 12.0 L. . 12.0 5 6 TRAFFIC VOLilllES NORTHBOUND SOUTIlIlOUND EAST30UlID \VESTEOUND LEFT 317 153 204 236 THRU 691 469 402 597 RIGHT 141 89 70 84 TRUCKS (%) LOCAL BUSES (NHIl) PEAK HOUR FACTOR NORTIJBOUND 2 0 .85 SOUTHBOUXD 2 0 .85 EASTBOUl\D 2 0 .85 \oJESTBOUl\1l 2 0 .85 PHASING N/S EN PEDESTP.IM; ACTIVITY CYCLE LENGTH GIc - NB & SB THRU GIc - EB ~ "'B THRU :4. :4. 1. 80 SECOKDS : .34 : .3 BOTIJ TURKS PROTECTED (~ITH OVEP~r) Born TUPJ1S PROTECTED (iiITH OVERLAP) o - 99 (#PEDS/IlR) CRITICAL LAr:E VOLIDlES BY MOVr;1Et~ THRU -RIGHT LEFT NORTI:BOUJI!D 435 399 S(lUT!~BOUlID 308 192 EASTBOUND 253 257 ~''J:STBOU!\j) 376 2<:;7 LEFT TUR!: CI1EC~ INPUT VOLUME CAPACITY NEED PHASE? NORTJ:BOUND 317 III tl/A SOUTl!roUNfl 153 o N/A EASTBOUND 204 o N/A \ffiSTOOmm 236 138 ti/A MURRAY -DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS CONGRESS AVE. & HYPOLUXO RD. EXIST .+CITRUS+LAWRENCE A~l PIIT DATE OF COUNTS: 3/5/87 ********************************** LEVEL OF SERVICE C SATURATION 66 CRITICAL H/S VOL 462 CRITICAL EN VOL 625 CRITICAL Silll 1087 .************************************ NORTHBOUND LANE tlOV \HDTH 1 Roo 12.0 2 Too 12.0 3 T.. 12.0 4 Loo 12.0 5 6 NOrrTHBOUND . LEFT THRU RIGHT 103 257 102 TRUCKS (%) 2 2 2 2 NORTHBOUKD SOUTHBOUND EASTBOID;D WESTBOIDm PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LENGTH G/C - NB & SB THRU GIC - EE 8< \m THRU LANE GEOMETRY SOUTHBOUND EASTBOUND WESTBOIDID t-10V HIDTIl MOV WIDTII t-10V HIDTH R. . 12.0 R.. 12.0 R. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 Too 12.0 Too 12.0 T. . 12.0 Loo 12.0 Loo 12.0 L. . 12.0 TRAFFIC VOLUMES SOL~EOUND EASTBOU~~ WESTBOUND 171 530 65 149 723 178 135 320 48 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR .85 .85 .85 .85 :11. :4. 1. 80 SECONDS : .34 : .3 BOTH TURNS PROTECTED (WITH OVEnLAP) BOTH TURNS PROTECTED (WITH OVEP~AP) o - 99 (#PEDS/HR) CRITICAL LAKE VOLUi1ES BY ~lOVEl'1ENT NORTHBOUND SOUTHBOUND EASTBOUND HESTBOtP.:D THRU -RIGHT 161 333 455 201 LEFT 129 215 187 170 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND \lESTBOUND INPUT VOLUME 103 171 149 135 CAPACITY 70 343 220 0 NEED PHASE? tl/A N/A N/A N/A MURRAY-DUDECK. ASSOCIATES CRITICAL MOVEHEllT ANALYSIS CONGRESS AVE. & HYPOLUXO RD. EXIST .+CITRUS+LAHRENCr: Ptl PiIT DATE OF COUNTS: 3/5/87 *************$******************** LEVEL or SLRVICE D SATURATION 82 CRITICAL N/5 VOL 707 CRITICAL E/W VOL 646 CRITICAL S~ 1355 ************************************* LANE NORTHBOUND tlOV llIDTIl 1 2 3 4 5 6 R.. 12.0 Too 12.0 T.. 12.0 Loo 12.0 LEFT TI-lRU RIGHT NORTIlBOUND 317 691 141 TRUCKS (%) 2 2 2 2 NORTIlBOm;D SOUTHBomlD EASTBOUND lo.'ESTBOUl\D PHASING N/s EN PJ:DESTRlAr ACTIVITY CYCLE LEEGTll GIC - NB f.: SIl TlffiU GIC - EB t \.13 THRU UtlE GEOlmTF:Y SOUTHBOUl\D EASTBOmm mv PIDTIi HOV WIDTII VESTr..om1D HOV llIDTI! R.. 12.0 T.. 12.0 T.. 12.0 L.. 12.0 Roo 12.0 Too 12.0 Too 12.0 Loo 12.0 R.. 12.0 T.. 12.0 Too 12.0 Loo 12.0 .TRAFFIC VOLUMES SOUTHBOU~v EASTBOUND lVI:STBOmm 153 489 95 LOCAL BUSES (#/HR) o o o o 207 412 70 236 616 84 PEA}: HOUR FACTOR .85 .05 .85 .85 BOTE TU!'J~S PROTECTED (lnTI~ OVERLW) nOTE TU~:S P~OTECTED (I:ITI' OVSP..Lf'.P) o - 99 U!PEDS/lIP.) :4. :4. 1. 80 SECONDS : .34 : .3 CRITICAL LA1;E VOLl'::rr:s BY flOVEaEIIT NORTJIIlOUND SOUTll30UND EASTBOUND ~mSTnOUjm THRU -RIGHT 435 308 259 3BE LEIT 399 192 260 297 LEIT TURN CHECK NORTllEOUND SOilTHOOUND EASTBOUND i,lESTBOUND INPlIT VOLmm 317 153 207 23& CAPACITI 111 0 0 128 NEED PHASE? N/A N/A N/A !oJ I A I MURRAY-DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS LA\t.'RENCE RD. & OLD BOYNTON BEACH RD. EXIST.+DEV. AM PH! DATE OF COUNTS: 3/4/87 .................**...........*..* LEVEL OF SERVICE B SATURATION 65 CRITICAL NIS VOL 613 CRITICAL E/W VOL 560 CRITICAL SUM 1173 **...*.*.***.**........*.**...*...... LANE NORTHBOUND MOV WIDTH LANE GEOMETRY SOlITHBOUND EASTBOUND HOV WIDTH MOV WIDTH WESTBOUND HQV \!.'lDTH RTL 12.0 RTL 12.0 RTL 12.0 RTL 12.0 1 2 3 4 5 6 TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 33 137 59 12 THRU 47 297 348 93 RIGHT 11 78 61 40 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 2 0 .85 SOlITHBOUND 2 0 .85 EASTBOUND 2 0 .85 WESTBOUt-.'D 2 0 .85 PHASING N/5 E/W PEDESTRIAN ACTIVITY CYCLE LENGTH GIC - NB & SB THRU GIC - EB & WE THRU : 1. NEITHER TURN PROTECTED :1. NEITHER TIJRN PROTECTED 1. 0 - 99 (IPEDS/HR) : 60 SECONDS : .4 : .44 CRITICAL LANE VOLUMES BY MOVEHEt-.7 NORTHBOUND SOUTHBOU~'D EASTBOUND WESTBOmm THRU -RIGHT 148 613 560 186 LEFT 0 0 0 0 LEFT TIJRN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 33 137 59 12 CAPACITY 345 662 647 371 NEED PHASE? NO NO NO NO MURRAY-DUDECK. ASSOCIATES CRITICAL MOVEMENT ANALYSIS LAWRENCE RD. & OLD BOYNTON BEACH RD. EXIST.+DEV. PM PHT DATE OF COUNTS: 3/4/87 ********************************** LEVEL OF SERVICE A SATURATION 50 CRITICAL HIS VOL 356 CRITICAL E/W VOL 552 CRITICAL SUM 908 ************************************* LANE 1 2 3 4 5 6 LEFT THRU RIGHT NORTHBOUND UOV HIDTH RTL 12.0 NORTHBOUND 42 160 28 TRUCKS (%) 2 2 2 2 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOlTh'D PHASING N/S E/\.' PEDESTRIAN ACTIVITY CYCLE LENGTH GIC - NB & SB THRU GIC - EB & WE THRU THRU -RIGHT LEIT INPUT VOLUME CAPACITY NEED PHASE? NORTHBOUND 274 o NORTHBOUND 42 516 NO LANE GEOMETRY SOUTHBOUND EASTBOUND f>10V WID'rn MOV \-:IDTH RTL 12.0 RTL 12.0 WESTBOUND MOV WIDTH RTL 12.0 \I'ESTBOUND 49 247 165 PEAK HOUR FACTOR .85 .85 .85 .85 \o.'ESTBOUND 552 o WESTBOUND 49 593 NO TRAFFIC VOLUMES SOUTHBOU~'D EASTBOUND 94 151 53 LOCAL BUSES (#/HR) o o o o 137 166 21 : 1 . NEITHER TURN PROTECTED :1. NEITHER TURN PROTECTED 1. 0 - 99 (#PEDS/HR) : 60 SECONDS : .4 : .44 CRITICAL LANE VOLUMES BY MOV~~~l SOUTHBOUND 356 o EASTBOUND 552 o LEIT TURN CHECK SOUTHBOUND 94 532 NO EASTBOUND 137 368 NO MURRAY-DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS LAWRENCE RD. & OLD BOYNTON BEACH RD. EXIST.+CITRUS+LA~~ENCE AM PHT DATE OF COUNTS: 3/4/87 ...***.******.*.****.************* LEVEL OF SERVICE C SATURATION 68 CRITICAL N/S VOL 656 CRITICAL E/w VOL 563 CRITICAL SUM 1219 .************.*********************** LANE NORTHBOUND MOV WIDTIl 1 2 3 4 5 6 RTL 12.0 LANE GEOMETRY SOlITHBOUND EASTBOUND MOV WIDTIl MQV WIDTIl WESTBOUND MOV ~'IDTH RTL 12.0 RTL 12.0 RTL 12.0 TRAFFIC VOLUMES NORTHBOUl\'D SOlITHBOUND EASTBOUND WESTBOUND LEFT 33 143 61 12 THRU 53 321 348 93 RIGHT 11 84 61 42 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTIlBOUND 2 0 .85 SOUTHBOUND 2 0 .85 EASTBOUND 2 0 .85 WESTBOUND 2 0 .85 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH GIC - NB & SB THRU GIC - EB & ~'B THRU THRU -RIGHT LEFT NORTHBOUND 155 o INPUT VOLUME CAPACITY NEED PHASE? NORTHBOUND 33 315 NO : 1. NEITHER TIJRN PROTECTED :1. NEITHER TIJRN PROTECTED 1. 0 - 99 (tPEDS/HR) : 60 SECONDS : .4 : .44 CRITICAL LANE VOLUMES BY MOVEME~! SOUTHBOUND 656 o LEIT TURN CHECK EASTBOUND 563 o WESTBOUND 189 o SOlITHBOUND 143 656 NO EASTBOUND 61 645 NO \t.'ESTBOUND 12 371 NO MURRAY-DUDECK & ASSOCIATES ~ CRITICAL MOVEt-lENT ANALYSIS LAWRENCE RD. & OLD BOYNTON BEACH RD. EXIST .+CITRUS+LAHRENCE pn PHT DATE OF COUNTS: 3/4/87 ********************************** LEVEL OF SERVICE A SATURATION 53 CRITICAL NIS VOL 382 CRITICAL EIW VOL 567 CRITICAL SUM 949 ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOMITRY SOUTHBOmm EASTBOUND MOV WIDTH MOV WIDTH 1 2 3 4 5 6 RTL 12.0 RTL 12.0 RTL 12.0 WESTBOUND HOV WIDTH RTL 12.0 TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND \ffiSTBOUND LEFT 42 97 143 49 THRU 187 166 166 247 RIGHT 28 56 21 171 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 2 0 .85 SOUTHBOUND 2 0 .85 EASTBOUND 2 0 .85 \I'ESTBOUND 2 0 .85 PHASING N/S E/lv PEDESTRIAN ACTIVITY CYCLE LENGTH Gle - NB & SB THRU GIC - EB & WB THRU : 1. NEITHER TURN PROTECTED :1. NEITHER TURN PROTECTED 1. 0 - 99 (#PEDS/HR) : 60 SECONDS : .4 : .44 CRITICAL LANE VOLmlES BY tlOVEHENT NORTHBOmm SOlITHBOUND EASTBOUND THRU -RIGHT 307 382 567 LEFT 0 0 0 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND INPUT VOLUI'fE 42 97 143 CAPACITY 498 505 362 NEED PHASE? NO NO NO WESTBOUND 559 o lffiSTBOUND 49 593 NO MURRAY-DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS LAWRENCE RD. & HYPOLUXO RD. EXIST. AM PIIT DATE OF COU~7S: 3/10/87 ********************************** LEVEL OF SERVICE A SATURATION 54 CRITICAL N/S VOL 273 CRITICAL E/W VOL 611 CRITICAL SUM 884 ************************************* LANE GECliETRY NORlliBOUND SOUTIIBOUND EASTBOUND WESTBOUND LANE MOV WID1H MOV WID1H MOV WID1H MaV WID1H 1 RT. 12.0 R.. 12.0 RT. 12.0 R. . 12.0 2 L. . 12.0 Too 12.0 T. . 12.0 Too 12.0 3 L. . 12.0 L. . 12.0 T. . 12.0 4 L.. 12.0 5 6 TRAFFIC VOLUMES NORTHBOUND SOUTIIBOUND EASTBOUND WESTBOUND LEFT 44 113 162 68 THRU 81 74 763 291 RIGHT 24 B 56 123 TRUCKS (%) LOCAL BUSES ('/HR) PEAK HOUR FACTOR NORlliBOUND 4 0 .85 SOUTHBOUND 4 0 .85 EASTBOUND 4 0 .85 ....'ESTBOUND 4 0 .85 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LENGTH G/C - NB & SB THRU GIC - EB & WE THRU :4. :4. 1. 80 SECONDS : .34 : .3 BOlli TURNS PROTECTED (WIlli OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) o - 99 (#PEDS/HR) CRITICAL LANE VOLUMES BY MOVEME~7 NORTHBOUND SOUTHBOUND EASTBOUND ....'ESTBOUND THRU -RIGHT 128 90 524 186 LEFT 56 145 208 87 LEF"f TURN CHECK NORTHBOUND SOUTIIBOUND EASTBOUND WESTBOUND INPUT VOLUME 44 113 162 68 CAPACITI 526 495 249 0 NEED PHASE? N/A N/A N/A N/A HURRAY-DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS LA\\lRENCE RD. & HYPOLUXO RD. EXIST. PM PHT DATE OF COUNTS: 3/10/87 ********************************** LEVEL OF SERVICE A SATURATION 45 CRITICAL Nls VOL 328 CRITICAL E/w VOL 406 CRITICAL SUM 734 .************************************ LANE GEOOEI'RY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTIl MOV WIDTIl MOV WIDTIl MaV WIDTIl 1 RT. 12.0 R. . 12.0 RT. 12.0 R. . 12.0 2 L. . 12.0 T. . 12.0 Too 12.0 T.. 12.0 3 L. . 12.0 L. . 12.0 T. . 12.0 4 L. . 12.0 5 6 TRAFFIC VOLUMES NORTHBOUND . SOUTHBOUND EASTBOUND "-TESTBOUND LEIT 87 80 41 87 THRU 151 82 398 552 RIGHT 35 8 42 80 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 4 0 .85 . SOUTHBOUND 4 0 .85 EASTBOUND 4 0 .85 WESTBOUND 4 0 .85 PHASING N/S E/w PEDESTRIAN ACTIVITY CYCLE LENGTH G/C - NB & SB THRU G/C - EB & WE THRU :4. :4. 1. 80 SECONDS : .34 : .3 BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) o - 99 (#PEDS/HR) CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 226 100 281 354 LEIT 111 102 52 111 LEFT TURN CHECK NORTHBOUND SOUTIiBOUND EASTBOUND WESTBOUND INPUT VOLUME 87 80 41 87 CAPACITI 518 414 0 100 NEED PHASE? N/A N/A N/A N/A I MURRAY-DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS LAWRENCE RD. & HYPOLUXO RD. EXIST. -+ DEV. AM PHT DATE OF COUNTS: 3/10/87 ********************************** LEVEL OF SERVICE B SATURATION 59 CRITICAL NIS VOL 344 CRITICAL E/W VOL 628 CRITICAL SUM 972 ************************************* LANE NORTIIBOUND MOV WID'rn RT. 12.0 L.. 12.0 LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTII MOV "''lDTH WESTBOmm MOV "''IDTH 1 2 3 4 5 6 R.. 12.0 Too 12.0 1.. 12.0 RT. 12.0 Too 12.0 1.. 12.0 Roo 12.0 Too 12.0 Too 12.0 L.. 12.0 TRAFFIC VOLUMES NORTIIBOUND SOUTHBOUND EASTBOUND \o.1f:STBOUND LEIT 55 113 162 75 THRU 93 78 763 291 RIGHT 7,1 IS 69 164 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTIIBOUND 4 0 .85 SOUTIiBOUND 4 0 .85 EASTBOUND 4 0 .85 WESTBOUND 4 0 .85 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH G/C - NB & SB THRU G/C - EB & lo.'B TIIRU :4. :4. 1. : 80 SECONDS : .34 : .3 BOTH TURNS PROTECTED (lo.'lTII OVERLAP) BOTH TURNS PROTECTF~ (WITH OVERLAP) o - 99 (#PEDS/HR) CRITICAL LANE VOLUMES BY ~lOVEME!\'T NORTHBOUND SOUTHBOUND EASTBOUND \ffiSTBOUND THRU -RIGHT 199 95 532 200 LEIT 70 145 208 96 LEIT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 55 113 162 75 CAPACITI 522 436 249 0 NEED PHASE? NIA NIA NIA N/A MURRAY -DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS LAWRENCE RD. & HYPOLUXO RD. EXIST .+DEV. PM PHT DATE OF COUNTS: 3/10/87 ********************************** LEVEL OF SERVICE A SATURATION 51 CRITICAL N/S VOL 397 CRITICAL EN VOL 437 CRITICAL SUM 834 ************************************* LANE NORTHBOUND MOV WIDTII 1 2 3 4 5 6 RT. 12.0 Loo 12.0 LEFT THRU RIGHT NORTHBOUND 94 158 B4 TRUCKS (%) 4 4 4 4 NORTIIBOUND SOUTHBOUND EASTBOUND WESTBOUl'."D PHASING N/S E/Io! PEDESTRIAN ACTIVITY CYCLE LENGTII G/C - NB & SB THRU G/C - EB & h'B THRU LANE GEOMETRY SOlITHBOr::D EASTBOUND MOV \.JIDTli 1-10V WIDTH WESTBOUND 1-10V \nDTH Roo 12.0 Too 12.0 L.. 12.0 RT. 12.0 Too 12.0 1.. 12.0 Roo 12.0 T.. 12.0 T.. 12.0 1.. 12.0 TRAFFIC VOLUMES SOUTHBOUND EASTBOUND h'ESTBOUND 80 95 15 LOCAL BUSES (#/HR) o o o o 41 398 60 113 552 107 PEAK HOUR FACTOR .85 .85 .85 .85 BOTH TURNS PROTECTED (l-.'ITII OVEP~AP) BOTH TlJRNS PROTECTED (\-:ITII O\'ERLAP) o - 99 (#PEDS/HR) CRITICAL LANE VaLID-rES BY tlOVElrENT NORTHBOUND SOlITHBOUND EASTBOUND WESTBOUND THRU -RIGHT 295 116 292 354 LEIT 120 102 52 145 LEIT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND \-''ESTBOUND INPlIT VOLUME 94 80 41 113 CAPACITI 505 358 0 82 NEED PHASE? N/A N/A N/A N/A MURRAY-DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS LA\..'RENCE RD. & HYPOLUXO RD. EXIST.+CITRUS+LA\..'RENCE AM PHT DATE OF COUNTS: 3/10/87 ********************************** LEVEL OF SERVICE B SATURATION 63 CRITICAL N/S VOL 400 CRITICAL E/W VOL 643 CRITICAL SUM 1043 ************************************* LANE NORTIIBOUND MOV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH mv WIDTIl WESTBOUND MOV ,",'InTII 1 2 3 4 5 6 RT. 12.0 Loo 12.0 R.. 12.0 Too 12.0 1.. 12.0 RT. 12.0 T.. 12.0 L.. 12.0 R.. 12.0 Too 12.0 T.. 12.0 L.. 12.0 TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEIT 65 113 162 85 THRU 104 81 763 291 RIGHT 105 15 72 164 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 4 0 .85 SOUTHBOUND 4 0 .85 EASTBOUND 4 0 .85 WESTBOUND 4 0 .85 PHASING NIS E/W PEDESTRIAN ACTIVITY CYCLE LENGTH G/C - NB & SB 7HRU G/C - EB & WE THRU :4. :4. 1. 80 SECONDS : .34 : .3 BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (\nTH OVERLAP) o - 99 (#PEDS/HR) CRITICAL LANE VOLUMES BY MOV~ffiNT NORTHBOUND SOUTHBOUND EASTBOUND \,'ESTBOUND TIIRU -RIGHT 255 99 534 200 LEFT 83 145 208 109 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPlIT VOLUME 6S 113 162 85 CAPACITY 519 391 249 0 NEED PHASE? N/A N/A N/A N/A - MURRAY -DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS LAWRENCE RD. & HYPOLUXO RD. EXIST.+CITRUS+LAWRENCE PH PHT DATE OF COutrrs: 3/10/87 ..................*............... LEVFL OF SERVICE B SATURATION 56 CRITICAL N/S VOL 428 CRITICAL E/W VOL 489 CRITICAL S~l 917 ..................................... LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV \vIDTH MOV WIDTH MOV WIDTH 1 RT. 12.0 Roo 12.0 RT. 12.0 R.. 12.0 2 Loo 12.0 Too 12.0 T. . 12.0 Too 12.0 3 Loo 12.0 L. . 12.0 T. . 12.0 4 L. . 12.0 5 6 TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND HESTBOUND LEFT 100 80 4] 149 THRU 164 107 398 552 RIGHT 103 15 70 107 TRUCKS (%) LOCAL BUSES (#/HR) PEAl: HOUR FACTOR NORTHBOUND 4 0 .85 SOlITHBOUND 4 0 .85 EASTBOUND 4 0 .85 ,,'ESTBOUND 4 0 .85 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LENGTH G/C - NB 8. SB THRU GIC - EB & WB THRU :4. :4. 1. 80 sEcorms : .34 : .3 BOTH TURNS PROTECTED (Wlnl OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) o - 99 (#PEDS/HR) CRITICAL LANE VOLUMES BY MOVEME~~ NORTHBOUND SOUTHBOUND EASTBOUND \~ESTBOUND THRU -RIGHT 326 130 298 354 LEFT 128 102 52 19] LEIT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND \\'ESTBOUND INPUT VOLUME 100 80 4] 149 CAPACITI 493 333 0 72 NEED PHASE? N/A N/A N/A N/A MURRAY -DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS LAWRENCE RD. & 22ND AVE. LAlo.'E NORTHBOUND MOV WIDTH EXIST.+DEV. AM PHT DATE OF COUNTS: 3/4/87 ********************************** LEVEL OF SERVICE A SATURATION 22 CRITICAL N/S VOL 258 CRITICAL E/W VOL 122 CRITICAL SUM 380 ************************************* LANE GEex-fITRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH T.. 12.0 L.. 12.0 TRAFFIC VOLUMES SOUTHBOUND EASTBOUND 95 215 o LOCAL BUSES (#/HR) o o o o o o o WESTBOUND HOV WIDTH R.. 12.0 Loo 12.0 WESTBOUND 102 o 49 PEAK HOUR FACTOR .85 .85 .85 .85 WESTBOUND 58 122 WESTBOUND 102 495 NO 1 2 3 4 5 6 R.. 12.0 Too 12.0 LEIT THRU RIGHT NORTHBOUND o 110 90 TRUCKS (%) 2 2 2 2 NORTIIBOUND SOUTHBOUND EASTBOUND "WESTBOUND PHASING N/S E/w PEDESTRIAN ACTIVITY CYCLE LENGTH G/C - NB & SB THRU GIC - EB & WE THRU THRU -RIGHT LEIT NORTHBOUND 132 o INPlTT VOLUME CAPACITY NEED PHASE? NORTHBOUND o 655 NO :2. HEAVIEST TURN PROTECTED : 1. NEITHER TURN PROTECTED 1. 0 - 99 (#PEDS/HR) : 60 SECONDS : .5 : .25 CRITICAL LANE VOLUMES BY MOVEMENT SOUTHBOUND 258 119 EASTBOUND o o LEIT TURN CHECK SOUTHBOUND 95 760 N/A EASTBOUND o 495 NO MURRAY-DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS LAWRENCE RD. & 22ND AVE. EXIST .+DEV. PM PlIT DATE OF COUNTS: 3/4/87 ..............................**.. LEVEL OF SERVICE A SATURATION 31 CRITICAL HIS VOL 389 CRITICAL E/W VOL 146 CRITICAL SUM 535 .**.................................. LANE 1 2 3 i+ 5 6 NORTIiBOUND MOV WIDTH R.. 12.0 T.. 12.0 LEFT TIiRU RIGHT NORTHBOUND o 251 123 TRUCKS (%) 2 2 2 2 NORTIlBOUND SOUTHBOUND EASTBOUND WESTBOUND PHASING HIs E/W PEDESTRIAN ACTIVITY CYCLE LENGTH GIC - HB & SB THRU GIC - EB & WE THRU LANE GEOMETRY SOUTHBOUND EASTBOUND MOV iI'ID1li HaV WIDTH Too 12.0 Loo 12.0 WESTBOUND MOV WIDTH R.. 12.0 Loo 12.0 TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND 122 o 94 70 190 o LOCAL BUSES (I/HR) o o o o o o o PEAK HOUR FACTOR .85 .85 .85 .B5 :2. HEAVIEST TURN PROTECTED : 1. NEITHER TURN PROTECTED 1. 0 - 99 (IPEDS/HR) : 60 SECONDS : .5 : .25 CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -.RIGlIT 301 228 0 112 LEIT 0 88 0 146 LEFJ TURN CHECK . NORTIlBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 0 70 0 122 CAPACIn 680 619 '95 '95 NEED PHASE? NO H/A NO NO I ~ MURRAY -DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS LAWRENCE RD. & 22ND AVE. EXIST.+CITRUS+LAWRENCE AM PHT DATE OF COUNTS: 3/4/87 ********************************** LEVEL OF SERVICE A SATURATION 25 CRITICAL N/S VOL 301 CRITICAL E/W VOL 122 CRITICAL SUM 423 ************************************* LAJ\"E NORTHBOUND MOV WIDTH 1 2 3 4 5 6 R.. 12.0 Too 12.0 LEFT THRU RIGHT NORTHBOUND . o 120 90 TRUCKS (%) 2 2 2 2 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE GE01ETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND MeV WIDTH R.. 12.0 Loo 12.0 T.. 12.0 Loo 12.0 TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND 113 251 o LOCAL BUSES (#/HR) o o o o o o o 102 o 54 PEAK HOUR FACTOR .85 .85 .85 .85 PHASING NIS :2. HEAVIEST TURN PROTECTED EN : 1 . NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY 1. 0 - 99 (#PEDS/HR) CYCLE LENGTH _. 60 SECONDS G/C - NB & SB THRU :.5 G/C - EB & WB THRU : .25 CRITICAL LANE VOLUMES BY MOVEMEJ\7 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 144 301 0 64 LEFT 0 142 0 122 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 0 113 0 102 CAPACITY 619 750 495 495 NEED PHASE? NO N/A NO NO MURRAY-DUDECK & ASSOCIATES CRITICAL MOVEMENT ANALYSIS LA~~ENCE RD. 8. 22ND AVE. EXIST .+CITRUS+LAWRENCE P~I PlIT DATE OF COUNTS: 3/4/87 ********************************** LEVEL OF SERVICE A SATURATION 35 CRITICAL N/s VOL 459 CRITICAL E/W VOL 146 CRITICAL SUM 605 ************************************* LANE NORTHBOUND MOV WIDTH R.. 12.0 T.. 12.0 1 2 3 4 5 6 LANE GEOMEI'RY SOUTHBOUND EASTBOUND MOV WIDTIi MOV WIDTH T.. 12.0 Loo 12.0 WESTBOUND MOV ~'IDTH Roo 12.0 1.. 12.0 TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND ~'ESTBOUND LEFT 0 89 0 122 THRU 290 211 0 0 RIGHT 123 0 0 113 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTIiBOUND 2 0 .85 SOUTHBOUND 2 0 .85 EASTBOUND 2 0 .85 WESTBOUND 2 0 .85 PHASING Nls E/W PEDESTRIAN ACTIVITY CYCLE LENGTIi G/C - NB & SB THRU G/C - EB 8. ~TB THRU THRU -RIGHT LEFT NORTHBOUND 347 o INPUT VOLUME CAPACITY NEED PHASE? NORTHBOUND o 659 NO :2. HEAVIEST TURN PROTECTED : 1. NEITHER TURN PROTECTED 1. 0 - 99 (#PF~S/HP.) : 60 SECONDS : .5 : .25 CRITICAL LANE VOLUMES BY MOVR~ENT SOUTHBOUND EASTBOUND WESTBOUND 253 0 135 112 0 146 LEIT TURN CHECK SOUTHBOUND EASTBOUND WESTBOUND 89 0 122 580 495 495 N/A NO NO