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REVIEW COMMENTS MD';,.;. ~ . /.... )..-,If!"'--- -. 1...." j. J. MURRAY-DUDECK & ASSOCIATE February 5, 1986 TRAFFIC ENGINEERING CONSUL T ANTS ~.... ~~'" ... .- Carmen Annunziato, City Planner City of Boynton Beach 120 NE 2nd Avenue P.O. Box 310 Boynton Beach, Florida RE: Expansion On The Overall Impact Study On The Developments In The Vicinity Of SW 8th Street & Woolbright Road In The City Of Boynton Beach In Palm Beach County MDDM Project #85-180 Dear Carmen: \ .J As a result of our 1/24/86 detailed meeting and discussion on the scope of analysis on the traffic report submitted 1/14/86 on the subject matter, MURRAY-DUDECK & ASSOCIATES have undertaken further comprehensive investigations, observations, and analysis on the existing & projected traffic conditions along the Woolbright Road corridor. This supplemental report was developed to clearly outline the potential traffic producers and to estimate trip generations, distributions, and assignments on the highway network. Then by examining the existing traffic impacts and future incremental traffic impacts on a daily link basis & on a peak hour intersectional aspect, intelligent assessments of the transportation issues can be addressed. However, it should be recognized that this study is not a long range, comprehensive transportation network study, which would evaluate a major zone of influence by estimating traffic generations produced by ALL the surrounding land use categories and factoring in all transportation network improvements, such as the extention of Woolbright Road to Jog Road and the future interchange on Boynton Beach Road at the Florida Turnpike. Based on the aforementioned, data collection, methodology of findings, and conclusions reached: the following comments analysis, comparative reflect the evaluations, #1 Using your provided data on existing projects approved but not built, a detailed field review of the Woolbright Road Corridor was undertaken. Furthermore, subsequent meetings with Jim Golden & Getty Properties (developer of Boynton Commerce Center) were accomplished. As a result of this research & evaluations, the gathering of data on other future development was effectively achieved and summarized in Table #1. Appropriate trip rates, calculated daily trips, and expected internal versus external trips for each project are also depicted in Table #1. To clearly identify each project location, Figure A was developed. ..) ~ "L-.PLANTATION OFFICE: 936 WEST TROPICAL WAY - PLANTATION, FLORIDA 33317- (305) 584-0073 BOCA RATON OFFICE: 21464 WOODCHUCK WAY · BOCA RATON. FLORIDA 33433 · (305) 487-3231 UU-J -Mti).t- t MURRAY-DUDECK & ASSOCIATES #2 To substantiate the existing development potential on all the property within the limits of the 3 Woolbright SW 8th projects, a careful review of the data presented by you was undertaken. Our findings concurred with your data and thus are presented in Table #2 and graphic1y presented in Figure B. Additionally, an estimation of internal trips was forecasted and included in the analysis. #3 Lastly, the proposed land use zoning changes presented in site plans prepared by Kilday & Associates was presented in Table #3. Since the church activity & potential trip generation required further clarifications, a meeting was held with 1st. Baptist representatives, so that an accurate statement of facilities & activities can be made. In clarifying the fellowship hall as you requested, it was determined that this facility is ancillary to the Church Sanctuary. Most events taking place in the fellowship hall precede or follow the worship services. The daily traffic is computed by utilizing established trip rate data and adjusting for internal trips. Identification of specific project locations are shown in Figure C. A thorough discussion of the church facilities & activities are outlined in Appendix "A". #4 To accurately evaluate the TRUE IMPACT, it is important to recognize the existing highway conditions including the laneage & thoroughfare right of way needs, the programmed highway improvements, and the average daily traffic. This data is presented in Highway Thoroughfare Factors -- Figure #1. #5 A reasonable representation of the expected daily traffic for the development property based on the existing land use was made & is indicated in Figure #2. Adjustments were made to depict the daily trips generated by the proposed development. Corresponding data is indicated in Figure #3. #6 Based on current traffic engineering criteria & City of Boynton Beach documentation, certain analysis & computations were conducted to determine realistic future traffic. A summary of the expected traffic based on the existing land use zoning & on the proposed land use zoning was outlined. Refer to Figures #4 & #5 for additional details. u U-~ r -Mti).t- MURRAY-DUDECK & ASSOCIATES #7 By utilizing the data previously indicated, a determination of the highway link capacities was made. Reference to Figures #6 & #7 should be made to determine what level of service will result. It is important to note that both under existine zoning & under proposed zoning, the impact is the same. Furthermore, it clearly indicates that Woolbright Road can handle the traffic from the proposed projects or due to the existing land use zoning. With the inclusion of other related projects along the Woolbright Road corridor, a link capacity of level of service liD" can be maintained. However, once you factor in ALL background traffic, then the need to expand Woolbright Road to a 6-lane divided highway is evident. Likewise, a review of the Congress Avenue depicted capacity figures, reveals a definite need to improve this roadway link to a 4-lane divided facility. This improvement is scheduled within the Palm Beach County work program, so these capacity deficiencies will be alleviated. #8 Since most operational problems occur during the AM & PM peak hour periods, it is essential to evaluate the traffic flow & safety issues, which could result during this time frame. Thus it was necessary to establish peak hour traffic patterns, based on a development access plan. By assuming a development scenerio under the existing land use zoning, peak hour traffic was calculated for the AM & PH peaks. This data is depicted in Figures #8 & #9. Likewise, an analysis of the proposed development & access plan was made to determine the corresponding AM & PM peak periods. This data is shown in Figures #10 & #11. #9 Additionally, besides the direct intersectional access to the proposed project, there are a number of adjacent intersections that may be significantly impacted by the project. Therefore, it was necessary to evaluate & calculate the peak hour traffic at the following intersections: a) Woolbright Road & SW 8th Street, b) Woolbright Road & 1-95 ramps, c) Congress Avenue & Woolbright Road, d) Seacrest Boulevard & Woolbright Road. Under the existing land use zoning, the AM & PM peak hour traffic is indicated in Figures #12 & #13. Likewise, assuming the proposed development project is implemented, then the anticipated AH & PH peak hour traffic is shown in Figures #14 & #15. u u- 5' IUIJ:::\.. ~~;.~ --".~ MURRAY-DUDECK & ASSOCIATES #10 In analyzing the intersectional capacity summary in Table 4, it is evident that certain capacity problems will develop as more traffic is placed on the Woolbright Road corridor area. The critical area of concern will be the 1-95 ramp interchanges & the intersection of S\V 8th Street & Woolbright Road. The implementation of the recommended SW 8th Street corridor highway improvements (on page #25 of the traffic report) is still valid and highly suggested. Furthermore, it is recommended that all the conclusion statements (on page #28 & #29 of the traffic report) be adherred to. Additionally, because concern about the intersection of Woolbright Road & Seacrest Boulevard was raised, our analysis indicates an existing capacity deficiency. The only alternate to improve the intersectional capacity without incurring extensive right of way costs, would be to construct a northbound double left turn with each lane being 10 feet. This would necessitate an additional widening of 8 feet along the eastside of Seacrest Boulevard, which is the only quadrant where there is some room to acquire right of'way without causing major property damage. #11 In assessing the issue of existing zoning versus proposed zoning, the traffic impact from a highway capacity aspect is basically the same. Each of the analysis with the different traffic mixtures produced the same level of service. #12 To determine the level of development, which should be allowed based on traffic impacts is not straight forward. By requiring each developer to participate in a reasonable level of transportation improvements, seems like a logical answer to attempt to alleviate and/or maintain a reasonable level of traffic flow & safety. The suggested direct access improvements on SW 8th Street, the building of SW 8th Street to provide a positive north south link between Boynton Beach Road & Woolbright Road, the offsite improvements at Woolbright Road & 1-95 & Woolbright Road & SW 8th Street, and impact fee contribution of about $675,000, is a very adequate fair share participation in transportation improvements by this developer. Therefore, it is my professional opinion that this developer by fulfilling the aforementioned highway requirements, will mitigate any adverse impacts resulting from the increased traffic to be generated by this development. uu-' -Mfj).t- MURRAY-DUDECK & ASSOCIATES Based on the aforementioned analysis & recommendations and the comments & findings indicated in the 1/14/86 traffic report, it is the professional opinion of MURRAY-DUDECK & ASSOCIATES, that this project is reasonable and acceptable from a traffic engineering aspect. The direct access is designed with sound traffic flow & safety standards and the interaction of the development traffic with the transportation network is satifactorily developed. Thus from a traffic perspective, it is recommended that this project receive approval, with the stipulation that all required transportation issues be addressed. Please advise if you have any further questions on this matter. cc. David Levy Harty Perry Kieran Kilday Joel Wantffian Sincerely, ~~4,cP~ Daniel N. Murray, P.E. u U-7 MURRAY-DUDECK & ASSOCIATES FIGURES #1 THRU #15 ----------------------- ----------------------- uu-: *120'* <4LD> y-- ~ MURRAY-DUDECK & ASSOCIATES H1Gm.'AY THOROUGHFARE FACTORS ---------------------------- ---------------------------- Old Boynton Beach Rd. Figure 1 25510 ,-f (28798) -6LD- ..'<120' "" None \.2126 (15078) -2L- >:'120'>:' <4LD> 12126 (15078) -2L- *120'* <4LD> Congress Ave. 12126 (15078) -2L- *120'"'' <4LD> Bo'nton Beach Rd. 25510 --( (28798) -6LD- *120'* <None> Ocean Drive 17449 (18375) -4LD- >:<120'>:' <None> 12616 (14031) -4LD- >:<120' >;, <None> 1-95 SB Off-Ramp 12616 (14031) -6LD-- *120'* <None> ~ 12616 (14031) -4LD- *120'"'' <None> 1-95 SB On-Ramp SH 8th St. LEGEND )'r=)~~~**::::: Existing 1984 Average Daily Traffic Existing 1985 Average Daily Traffic r~isting Highway Laneage Required Thoroughfare Right Of Way Current s-Year Work Program Improvements 1-95 1-95 NB On-Ramp 1-95 NB Off-Ramp 22282 (22718) -4LD- * 120 I >:< <None. t NOHTH 11986 (14060) -4LD- *80'>:' <None> Seacrest Blvd I 15328 (16295) -4LD- *80'* <None> U U-1 165 [3] *00>:' (416) <584> \... 334 [6 ] *16':' ~ 333 [6] *17* (833) <1189> 334 [7 ] *33* (1251) <1625> Congress Ave. 1669 [32] *234* (3333) <5268> MURRAY-DUDECK & ASSOCIATES DEVELOPHENT TRAFFIC FROH EXISTING LAND USE ------------------------------------------ ------------------------------------------ Figure 2 t NORTH Old Boynton Beach Rd. Bo nton Beach Rd. 500 [10] *17* (833) <1360> \...165 [3 ] >'~17* (00) <185> Ocean Drive ( 417) <773> 334~ [6] >:<16* (834 ) <1190> 333 1002 [6] [19] *50::' *134* (417) (2499) <806> <3654> 334 [6] *50>'~ (417) <807> 2503 [ 48] *301* (6667) <9519> 667 [13] *50>:< (2084) <2814> 834 [16] *33>:' (1667) <2550> ~ ~ 1669 [32] *234* (3333) <5268> 1-95 NB Off-Ramp Woolbri ht Rd. 667 ,/ [13] 167 ~ *50* [3] (2917) *17* <3647> (417) <604> 334 :( [7] *50* (417) 1-95 SB <808> On-Ramp 335 [6] *3L.* (1665) <2040> SVJ 8th St. 333 [7] *50* (417) <807> LEGEND ****** Residential Daily Traffic Recreational Daily Traffic Office Daily Traffic Shopping Daily Traffic Total Project Development Daily Traffic UU-J MURRAY-DUDECK & ASSOCIATES 167 [00] (502) <669> '" 337 [98] (1003) <1438> ~338 [190] (1505) <2033> Congress Ave. 1688 [1346] ( 4012) <7046> DEVELOPllENT THAFFIC FROl'l PROPOSED SITE PLAN ------------------------------------------- ------------------------------------------- ) Figure 3 + NORTJI Old Boynton Beach Rd. Bo nton Beach Rd. -I 506 167 [98] -r- [98] (1003) (00) <1607> <265> Ocean Drive ~ 338 338 [92] [92] (502) (1003) <932> <1433> 337 [288] (501) <1126> 1013 [288] (3010) <4311> 337 [288] (501) t <1126> 2531 [1731] (8024) <12286> 674 [288] (2508) <3470> ~ 843 [190] (2006) <3039> \ 338 ~ [288] (501) 1-95 SB <1127> On-Ramp 1-95 674 [288] (3511) <4473> 1688 [1346] (4012) <7046> 169 [98] (501) <768> ..", S\'I 8th St. 339 [196] (2008) <2543> LEGEND 337 [288] (501) <1126> ***~:c::~* Woolbright PUD Daily Traffic Woolbright Center Daily Traffic Hoolbright Place peD Daily Traffic Total Project Development Daily Traffic U U- JI MURRAY-DUDECK & ASSOCIATES PIWJECTED AVERAGE DAILY TRAFFIC BASED ON CURRENT LAND USE ZONING ================================================================ Old Boynton Beach Rd. Figure 4 28798 ~ (584) [29382] <500> {29882} ':<14250':< =44132= ~5078 14031 (1189) (2814) [16267] [16845] <3158> <4785> {19425} {21630} *9421* *9007* =28846= ~=30637= 15078 (1625) [16703] <3073> {l9776 } *9463':< =29239= Congress Ave. 14031 (3647) [17678] <5610> {23288} *8595* =31883= 14031 (3647) [17678] <5610> {23288} ':<8595* =31883= LEGEND *;"**):::~~ Bo nton Beach Rd. 28798 --( (185) [28983] <500> {29483} *14250':< =43733= Ocean Drive 18375 (3654) [22029] <5648> {27677} >,'<21726* =49403= 1-95 SB Off-Ramp \ ' Rd. 1-95 NB On-Ramp Hoolbri ht ~ 14031 (5268) [19299] 1-95 SD <10115> On-Ramp {29414} *9442* =38856= 1-95 1-95 NB Off-Ramp 22718 (2040) [24758] < III 0> {25868} >,'<9495* =35363= Sh' 8th St. Existing 1985 Average Daily Traffic Development Average Daily Traffic Existing + Development Average Daily Traffic Other Potential Woolbright Road Development Daily Traffic Existing + Development + Other Average Daily Traffic 50% Background Traffic - 50% Other Average Daily Traffic Total Average Daily Traffic + NORTH Sea crest Blvd 14060 ~ (20l)f [14264] <111> {l4375 } ':<6145>:< =20520= ~ 16295 (204) [16499] <111> {1661O } *3795';' =20405= VU-/~ MURRAY-DUDECK & ASSOCIATES PHOJECTE~) A VE](AGE DAILY TI~ArTIC BASED OU PROPOSED LAND USE ZOIHNG ----------------------------------------------------------------- ----------------------------------------------------------------- Congress Ave. 14031 (4473) [18504] <5610> {24114 } *8595':< -=32709-= Figure 5 Old Boynton Beach Rd. 28798 (669) [29467] <500> {29967} ';<14250':' -=44217= 15078 (1438) [16516] <3158> {19674} *942F =29095= \....15078 (2033) [17111] <3073> {20184} ':<9463>:< =29647= 14031 (3470) [17501] <4785> {22286} >:<9007':< =31293= ~ 14031 (4473) [18504] <5610> {24114 } *8595* =32709= LEGEND ::":c ~~ ~t=::-: ':' Bo nton Beach Rd. 28798 .I (265) [29063] <500> {29563} ~<14250':< =43813= Ocean Drive 18375 (4311 ) [22686] <5648> {28334} *21726';< =50060= 1-95 SB \ I Off-Ramp ~ ht + KORTJI Seacrest Blvd 14060,/ (254) [14314] <111> {14425 } *6145"0< =20570= 1-95 NB On-Ramp Rd. 1-95 1-95 KB Off-Ramp 22718 (2543) [25261] < 111 0> {26371 } *9495';: =35866= Existing 1985 Average Daily Traffic Development Average Daily Traffic Existing + Development Average Daily Traffic Other Potential Woolbright Road Development Daily Traffic Existing + Development + Other Average Daily Traffic 50% Background Traffic - 50% Other Average Daily Traffic Total Average Daily Traffic Hoolbri 14031 (7046) [21077] <10115> {31192} *9442':< =1;0634= 1-95 SB On-Ramp SH 8th St. A 16295 (254) [16549] <111 > {l6660 } *3795>:< =20455= UU-Ij MURRAY -DUDECK & ASSOCIATES IIIGlI\JAY LIr\K CAPACITII:S UNDI:R CURRENT LAND USE ZONING ===================================================== figure 6 + NORTlI Old Boynton Beach Rd. C "CIl <C> =D= Bo'nton Beach Rd. ~ C "CIl <C> =D= Ocean Drive ~ ...1...,l.....I.. ..("..,....,... E B B Ilf" IlBIl IlEIl) <F> <C> <C> =F= =D= =D= Uoolbri --- ~ *..t........ ~ " ..;-...... E B A B IlF" "B" "B" IlCIl <F> <C> <D> =F= =D= =C= =F= B "C" <C> =F= Seacrest Blvd 1-95 SB Off-Ramp 1-95 NB On-Ramp B fiB" =C= 1-95 SB On-Ramp 1-95 NB Off-Ramp A ht Rd. 1-95 Congress Ave. SH 8th St. C "C" <C> =E= B "B" =C= LEGEND *~:~~~::~~:::~:-: B IIighway Link Capacity With Existing 1985 Average Daily Traffic IlCIl IIiglmay Link Capacity Hith Existing 1985 Average Daily Traffic + Development Average Daily Traffic <D> Highway Link Capacity With Existing 1985 Average Daily Traffic + Development Average Daily Traffic + Other \Joolbright Road Project Average Daily Traffic =f= Highway Link Capacity With Existing 1985 Average Daily Traffic + Development Average Daily Traffic + Other Woolbright Road Project Average Daily Traffic + 50% Background Average Daily Traffic *** Capacities Uith 5-Year Work Program Improvements NOTE: Link Capacities Based On DIU Table 31-1 Daily Service Volumes u u- I~ MURRAY-DUDECK & ASSOCIATES lIIClIi'JAY LINI: CAPACITIES mmEI( PIWPOSED LAND USE ZONING ------------------------------------------------------ ------------------------------------------------------- Figure 7 + NORTI! Old Boynton Beach Rd. C'" "C" <C> =D= Bo'nton Beach Rd. \.- C "C" <C> =D= Ocean Drive ~ *::~* E B B "F" "B" "B") <F> <C> <C> =F= c/ =D= ~ **":: ~ E B A "F" "B" liB" <F> <C> =F= =D= =C= B "c" <D> =F= Seacrest Blvd 1-95 SB Off-Ramp 1-95 NB On-Ramp B "B" =C= ~ v!oolbri ht ~ B "c" <D> =F= Rd. 1-95 SB On-Ramp 1-95 NB Off-Rawp ~ 1-95 Congress Ave. S\V 8th St. C "C" <C> =E= B "B" =C= LEGEND *~:::}:::'~~::::: B Highway Link Capacity With Existing 1985 Average Daily Traffic "C" High\vay Link Capacity Hi th Existing 1985 Average Daily Traffic + Development Average Daily Traffic <D> Highway Link Capacity With Existing 1985 Average Daily Traffic + Development Average Daily Traffic + Other \\Toolbright Road Project Average Daily Traffic =F= Higlmay Link Capacity Hith Existing 1985 Average Daily Traffic + Development Average Daily Traffic + Other Woolbright Road Project Average Daily Traffic + 50% Background Average Daily Traffic *** Capacities With s-Year Work Program Improvements NOTE: Link Capacities Based On DRI Table 31-1 Daily Service Volumes UU" IS' ,_.. MURRAY-DUDECK & ASSOCIATES 74 <135> {13s } [142] ,- *58* OlJSITE AIT PEAK HOUl: TnAFFIC UNDEr: EXISTING LAND USE ZONIHG ========================================================== Office Access <295> 5 237 24 ~ " .... Figure 8 t NORTH S\} 7th S to 266 ~:'20':' ~ "" " ~:<6 * -c: *58* HI Access Rd. 107 ~ *182~:' ~ '"22 ~86 Retail Access ~ . ~ 42 84 98 <266> 1 ~ 7 ..... {179][70][224] {140}{70}{224} <140><24><224> 120 20 190 j>- " "" '"136<246>{246} [246] -c: 00 <00> {00)[365] ~ 00 <00>{691)[691] Vloolbright Rd. [142]{135)<135>74 ~ [63] {DO} <00>00 ~ {191]{ 184} <00>00 ~ '" . ~ 00 ILl 00 <00><25> <00> {58}{39}{216} [97][39][216] Access For Boynton Commerce Center & Pylon Interstate LEGEND ....v....v...I......I~...'.....'~ ...,.....,......,.....,....,....... Development AH Peak Hour Traffic Development + HI All Peak Hour Traffic Development + HI + Boynton Commerce Center + Pylon Interstate At-! Peak Hour Traffic Development + ~ll + Boynton Commerce Center + Pylon Interstate + Other Development Within Woolbright Road Corridor AM Peak Hour Traffic ~a AH Peak Hour Traffic uu- J' MURRAY-DUDECK & ASSOCIATES ,. 200 <212> (212) [257] *169>:' OlJSITE Pl'1 PEAl: HOUR TRAFFIC m:nER EXISTING LAND USE ZOJ\ING ---------------------------------------------------------- --------------------------------------------_._~------------ Figure 9 t NORTH S\.' 7th S to 229 *6>:' ~ .... ~ ':'19':' ...c: >:'169':' Nl Access Rd. 352 ~ ':<54':< ~ Office Access 1 ~ <319> ~84 150 78 ~335 .. ..... Retail Access ~ 314 ~ .. 4 ~ 5 264 33 ~ <318> (242][73][409] {234) (73) (409) <234><44><409> 176 33 309 ~ .. ..... ~ 347<386> (386) [386] ...c: 00 <00> (DO) [70] ~ 00 <00>(691)[438] Hoolbright Rd. [257](212}<212>200~ [412] (OO) <00> 00 ~ {162]{117} <00> 004 ~ .. ~ 00 36 00 <00><39> <00> (217}{93}{812) (217][93][812] Access For Boynton Commerce Center & Pylon Interstate LEGEND ....6'..t,..W~..I....I.. ...I......I............"T'..... Development PH Peak Hour Traffic Development + Nl PH Peak Hour Traffic Development + HI + Boynton Commerce Center + Pylon Interstate PM Peak Hour Traffic Development + HI + Boynton Commerce Center + Pylon Interstate + Other Development Within Woolbright Road Corridor Ptl Peak Hour Traffic HI H1 Peak Hour Traffic vv-/ MURRAY-DUDECK & ASSOCIATES DEVELOPNENT A!-1 PEAK HOUR TRAFFIC -------------------------------- -------------------------------- Figure 10 S\'! 8th St. ~ 28 2727 ..... 2 Recreation ;.. 'f "'" ~89 Access 2~ ~ .. ~ 2~ 3 54 21 3"" 156 8 ~32 . .... ~96 A ~ 46 24 Church Access <26> 1 7 209 6 J. . ~ 9 26 7 293 Office Rt. Turn ;.. . Only Access 2 277 14 Main Office ;, 'f .... Access 2 1 8 <313> 255 Office Rt. Turn . Only Access 5..... <114><20><184> 94 16 150 J. {~} .... <140>79 ~ -1288- ~ { 184 } .... t NORTH Housing Parcel #2 Access (298 du) Housing Parcel #1 Access (320 du) ~ 1 <7> ~ 7<65> "" .. ~ 48 54<182> Ml Access Rd. 6..... ,. 8 PCD Secondary Access ~4 PCD Rt. Turn A ~ Only Access 280 19 ~3 ......1 ~ 28 Main PCD Access ,. A ~ 76 112 50 <294> A 238 <420> ~ 144 <254> ...... -1221- ~ 691 \01001 bright Rd. ~ A ~ {58} {14} {216} 15 <26> 15 Access For Boynton Comnerce Center <26> & Pylon Interstate { Ill} -1288- LEGEND ****** Development M1 Peak Hour Traffic Development + HI AH Peak Hour Traffic Boynton Commerce Center + Pylon Interstate AM Peak Hour Traffic Existing Mi Peak Hour Thru Traffic u U-JC MURRAY-DUDECK & ASSOCIATES Recreation Access 4 148 29 ;. .. ... 4~ 2>- 8"" 167 33 " ... Church Access 9 ~ <36> 170 30 .. '" 1 0 ..,. 30..... 7 442 Office Rt. Turn ~ 'f Only Access 2 377 63 Main Office ~""",, Access 17 10 103 <780> 611 Office Rt. Turn " Only Access SO~ <298><53><479> 225 42 394 {29} ~ " "" <232>220 ..,. -1293- >- {117} ..... DEVELOP~lENT PI'! PEAK HOlm TRAFFIC -------------------------------- -------------------------------- Figure 11 SV! 8th St. ~14 .. 2 ... 44 ~ A ~ 8 141 88 ~16 Jr48 .. ~ 221 95 t NORTH Housing Parcel #2 Access (298 du) Housing Parcel #1 Access (320 du) 10 <29> ~80<249> ~ .. ..,. 30... 26 289 <54> M1 Access Rd. ~ 90 PCD Secondary Access ~ 50 PCD Rt. Turn .. ..,. Only Access 317 100 ~ 38 .. 10 J>.. 300 Hain PCD Access ~ A ~ 72 308 263 <362> A 643 <697> ~ 383 <422> .. -1298- ~ 438 Woolbright Rd. ~ A ..,. { 217 } {54} {812 } 40 <43> 40 Access For Boynton Commerce Center <43> & Pylon Interstate {54} -1293- LEGEND ****** Development PM Peak Hour Traffic Development + HI PM Peak Hour Traffic Boynton Commerce Center + Pylon Interstate PH Peak Hour Traffic ' Existing PM Peak Hour Thru Traffic uu- I' MURRAY-DUDECK & ASSOCIATES AH PEAr DEVELOPHENT HOURLY TRAFFIC ~JITH EXISTING LAliD USE ZONING ================================================================ Figure 12 Coneress Ave. t NORTH [56][2LI3] { 00 )( 160 } <00> <68> 00 37 " ..... ~ 60<70>{99}[223] ~ 60<70>{99}[257] '''001 bright Rd. Seacrest Blvd. A ~ 00 37 <00> <67> { 00 }{ 159 } [ 47][ 255 ] [19] {14 } <4> 2 ~ Hoolbright Rd. SH 8th St. [179][70][224] ~16<28>{107}[150] {140}{70}{224} <140><24><224> 120 20 190 Hoolbright Rd. ~ " ~ ~ 2 <4> {14} [19] ~136<246>{246}[246] ~ 00 <00> {OO}[36S] ~ 00 <00>{691}[691] [7] {6} <3> 3 ~ [s3]{46}<22>22 · [7] {6} <3> 3 ...... [142]{135}<135>74 ~ [63] fOOl <00>00 ~ [191] {184} <00>00 .... ~ A -( 00 14 00 <00><25> <00> {58}{39}{216} [97][39][216] 1-95 NB On-Ramp 1-95 SB Off-Ramp [557] {401} <105> 58 ~78<141>{536}[745] '''oolbright ).- Road ~20<36>{13s}[188] [287]{25l}<128>109 ~ [137]{1l0} <96> 81.... ~ [ 199]{ 172} <79>64"" 58 [71] {62}<32>28. <105> { 40l} [557] 1-95 SB On-Ramp 1-95 NB Off-Ramp LEGEND ........t....1.................I" .y...................I.......... ..... 109 <128> {2sl} [287] Development AM Peak Hour Traffic Development + HI AN Peak Hour Traffic Development + HI + Boynton Commerce Center + Pylon Interstate AH Peak Hour Traffic Development + ~11 + Boynton Commerce Center + Pylon Interstate + Other Development Hithin \\'001 bright I~oad Corridor AN Peak Hour Traffic lJU-~ MURRAY-DUDECK & ASSOCIATES PI.! PEAK DEVELOPl'1ENT HOURLY TI~AFFIC \.JITIl EXISTING LMm USE ZONING ---------------------------------------------------------------- ---------------------------------------------------------------- Figure 13 Congress Ave. + NORTH [52 ][306] { 00 )( 164 } <00><106> 00 100 '( "" ~ 88<115> {223) [316] ~ 88<t14>{222} [331] Hoolbright Rd. Seacrest Blvd. .. ~ 00 100 <00><109> {OO}{ 168} [62][346] [12] {11 } <5> 5 ). \'loolbrioht I~d. S\} 8th St. [24] {18} <6> 5 ~ [185]{139}<46>35 ~ [24] {IS} <6> 5 .... .39<44> {94}[ 102] ~ 6 <6> {l2} [13] \'Joolbright [242][73][409] {234}{73}{409} <234><4L,><409> 176 33 309 Rd. j.- '( "" ~347<386>(386}[386] ~OO <00> {OO} [70] ~ 00 <00> (438)[ 438] [257]{212}<212>200~ [412] {OO} <00> 00 ~ [162]{117} <00> 00.... ~ .. -( 00 36 00 <00><39> <00> {217} {93} {812} [217][93][812] 1-95 NB On-Ramp 1-95 SB Off-Ramp [384] {354} <166> 149 -<198<220>{470}[51O] Woolbri~ht ). Road -< 49<54>{l16} [126] [187]{416}<226>177~ [693]{516}<168>132 ~ [693]{516}<16S>132~ [232]{174} <58> 45 ~ ~ 149 <166> {354} [384] 1-95 SB On-Ramp 1-95 NB Off-l~amp LEGEND *~~*~*** 177 <226> {4l6} [187] Development PM Peak Hour Traffic Development + N1 PH Peak Hour Traffic Development + 111 + Boynton Commcrce Centcr + Pylon Interstate PN Peak Hour Traffic Development + Ml + Boynton Commerce Center + Pylon Interstate + Other Development Within Woolbright Road Corridor p~! Peak Hour Traffic IIU- .1. MURRAY-DUDECK & ASSOCIATES AN PEAK DEVELOPI.lENT HOURLY TRAFFIC ---------------------------------- ---------------------------------- Figure 14 t NORTH Congress Ave. [56][245] {00}{162} <00> <70> 00 39 . '" Seacrest Blvd. [19] {14 } <4> 2 ). Hoolbri2ht Rd. "'l{ 47<57>{86} [210] ~47<57>{86}[244] Hoolbright Rd. .. ~ 00 40 <00> <70> {OO}{ 162} [47][25fl] SH 8th St. [153][66][184] .16<28>{107}[150] {114){66}{184) <114><20><184> 94 16 150 Hool bright Rd.'" 'f "" [7] {6} <3> 2 ~ [51]{44}<20>20 ~ [7] {6} <3> 2 ..... ~ 2 <4> {14) [19] [147]{140}<140>79 ~ [63] {OO} <00>00 .. [191]{184} <00>00 ..... ~ .. ~ 00 15 00 <00><26> <00> {58}{40}{216} [97][40][216] 1-95 NB On-RaJ:1p 1-95 SB Off-Ramp [561] {405} <109> 62 ~82<145>{540}[749] Wool bright ). Road [264]{228}<105>86 .. [120] {93} <79>64..... [ 199 ]{ 172} <79>64 ~ [65] {56}<26>22 ~ ~144<254>{254}[254] ~ 00 <00> {00)[365] ~ 00 <00>{691}[691] -c: 20<36> {135}[ 188] ~ 62 <109> {405) [561] LEGEND 1-95 NB Off-Ramp 1-95 SB On-Ramp *):.::***::~ 86 <105> {228} [264] Development AN Peak Hour Traffic Development + HI AM Peak Hour Traffic Developnent + HI + Boynton Commerce Center + Pylon Interstate AM Peak Hour Traffic Development + M1 + Boynton Commerce Center + Pylon Interstate + Other Development \'!ithin \loolbright Road Corridor At! Peak Hour Traffic v U.. J. MURRAY-DUDECK & ASSOCIATES Pi'! PEAK DEVELOPHENT HOURLY TI~AfFIC figure 15 + NORTII ---------------------------------- ---------------------------------- Congress Ave. [52][316] { 00 }{ 1 74 } <00><116> 00 110 .. ~ ~ 112<149> {257}[ 350] ~ 112<149>{258} [367] lvool brigh t Rd. Sea crest Blvd. .. ~ 00 110 <00><116> ( 00 }{ 17 5 ) [ 62][ 353] Vloolbright [13] {12} <6> 6 J. Rd. SH 8th St. Hoolbright [306 ][82][ 479] {298} (82}{479) <298><53><479> 225 42 394 Rd. J. .. "" ~383<422>{422}[422] ~ 00 <00> {DO} [70] ~ 00 <00>{438}[438] fc,43<48> {98}[ 106] [25] (19) <7> 6 ~ [193] {l47}<55>44 ~ [25] {19} <7> 6 ~ ~ 6 <6> {12} [13] [277]{232}<232>220~ [412] rOO} <00> 00 ~ [162]{117} <00> 00 ~ ~ .. ~ 00 40 00 <00><43> <00> {217} (97} {812} [217][97][812] 1-95 HB On-Ramp '.- 1-95 SB Off-Ramp [399] {369} <181> 164 ~219<241>{491}[531] Hoolbright ~ Road ~ 55<60>{l22} [132] [235](464}<274>225~ [730] {553}<205>169.... [730] {553}<205>169"'" [243]{185} <69> 56 ~ ~ 164 <181> {369} [399 ] 1-95 SB On-Ramp 1-95 NB Off-Ramp LEGEND *_.............I~..."...', 'J"'''"I''''...r-...I.....I'' 225 Development pj,1 Peak Hour Traffic <274> Development + HI PH Peak Hour Traffic {464} Development + In + Boynton Conmcrcc Center + Pylon Interstate PH Peak Hour Traffic [235] Development + In + Boynton Commerce Center + Pylon Interstate + Other Development Uithin l!oolbright Hoad Corridor Pll Peak Hour Traffic UU-)., MURRAY-DUDECK & ASSOCIATES TABLES #1 THRU #4 -------------------- -------------------- FIGURE #A THRU #C ===================== I/U. ~ MURRAY-DUDECK & ASSOCIATES TABLE 1 ------- ------- OTHER FUTURE TRAFFIC FRON POTENTIAL DEVELOPHENT ----------------------------------------------- ----------------------------------------------- \~OOLBRIGHT ROAD CORRIDOR BETWEEN 1-95 & CONGRESS A VENUE Figure A Map # ------------------ ------------------ --------- --------- ------------------------------------------------------- ------------------------------------------------------- ----------- ----------- Status Unit Size Trip Rate Daily Trips Description ------ ------ 1 Boynton Commerce Center a. office b. office/warehouse 1. existing 202,000 sf 202,000 sf 164,400 sf 150 rooms (70% occupancy) --------- --------- 14.3 T/ksf 4.88 T/ksf 4.88 T/ksf 4.88 T/ksf 10.14 T/or 17.7 T/ksf 14.3 T/ksf 10.14 T/or 192 T/ksf 74.9 T/ksf 25% 10% 5% 2% 5% 5% 54.6 17.7 T/ksf 17.7 T/ksf 17.7 T/ksf 17.7 T/ksf 17.7 T/ksf 17.7 T/ksf 17.7 T/ksf 17.7 T/ksf 62.8 T/acre 17.7 T/ksf Existing Trips = (1,OOO)vpd New Trips = 2,494 vpd (296)vpd 690 vpd 802 vpd 1,065 vpd -266 vpd 460 vpd 2,631 vpd 1,065 vpd 576 vpd 449 vpd -266 vpd -107 vpd -155 vpd -62 vpd -53 vpd -29 vpd 1,420 vpd 1,437 vpd (469)vpd 469 vpd 938 vpd 109 vpd (235)vpd 703 vpd 617 vpd 1,256 vpd 885 18,066 vpd ..... ....... .......... ............. ........... ... ........ .............. .... ..... .... .......... ......... ..... ............................ .............. P 174,400 sf 0--30% V--70% P P 2. proposed c. hotel 2 d. internal trips: 1. hotel to office Pylon Interstate a. office 1. existing 2. proposed b. hotel 26,000 sf 184,000 sf 150 rooms (70% occupancy) 3,000 sf 6,000 sf 16,190 vpd ............... ......................... ...... .................... ......... ..... .................. .... ................................. ....................................................... ................................. ..... 1 ,065 x 25% Status: P=proposed, O=occupied, V=vacant, AP=anticipated proposed UC=under construction = V--I00% P P 3 4 5 c. bank d. restaurant e. internal trips: 1. hotel to office 2. hotel to restaurant = 3. office to restaurant = 4. office to restaurant = 5. hotel to bank 6. bank to restaurant DR. Chua--Medical Office Woolbright Prof. Bldg. Woolbright Corporate Center a. existing 0--50% V -- 50/; V --100% P 53,000 sf 53,000 sf 53,000 sf 6,184 sf P P = 1.065 x 1,065 x 3,091 x 3,091 x 1 ,065 x 576 x 26,000 sf 81,213 sf = = P UC 6 7 b. just built 2300 Building Congress Prof. a. existing 53,000 sf 53,000 sf 34,848 sf 20 acres 50,000 sf Center 0--25% V--75% P AP P 8 9 10 Glendale Federal Ml Property Envirocivil Office Resulting New External Trips = 18,066 - 938 -938 u U--..l: H ~ c: ~ Z L .. ~ ... Z II: III ~ p.., ::l c 0 ~ ... .. ~ 0 H ... :!; ~ V ~ ~ ~ III ~ C .. ~ ill: 15 v H ~ ~ I ~ ~ ~ .. :;I:: ~ H ... r- ~ 0 c 0 (W) ~ ~ <0 ~ ~ ~ ~ Ii') ~ ~ Ql'J I ~ Uj. ~:J : I ..;; a--== L I q :3:l_":8i I' J ~ if'- <L,: ;- . ..!t~---.8' I it) M a I 'I ;1 'II 'OcY '/1/!?/W?t1t7Af - ,~ --"'. ,-- -- ~ c-~ i:.:'-:' ...... CD uv-~~ MURRAY-DUDECK & ASSOCIATES TABLE 2 ------- ------- FUTURE TRAFFIC FRm1 PROJECT DEVELOPl'1ENT -------------------------------------- -------------------------------------- BASED ON EXISTING LAND USE DESIGNATION -------------------------------------- -------------------------------------- Nap 1ft Description Status Unit Size Trip Rate Da il y Trips ---- ------------------ ----- -------- --------- ----------- ------------------ ------ -------- --------- ----------- 1 RIA -- Single Famil y P 339 du 10 T/du 3,390 vpd 2 R3 Hulti-Family P 127 du 7 T/du 889 vpd 3 C2 Off ice P 32,580 sf 17.7 T/ksf 577 vpd 4 C2 Retail P 135,000 sf 66.7 T/ksf 9,005 vpd 5 REC -- Recreational P 3.0 acres 50 T/acre 150 vpd ---- 14,011 vpd . ....................... .... ........... ..... ... ......... ...... ...... ....... . ......... ........ .... ...................... .... .......... ........ ...... .... Internal Trips: a. home-base to work = 4,279 x 5% = 214 vpd b. home-base to shopping = 4,279 x 15% = 642 vpd c. work to retail = 577 x 5% = 29 vpd --- 971 vpd .......................................................................... . .......................................................................... . Resulting External Trips: 14,011 - 971 - 971 = 12,069 vpd . ..... ..... ..... .... ....... ... ........ ..... .... ... ...... ....... ..... ....... . .......... .... ........ .... ... .............. ........ ........... .... ........ Status: P=proposed VV-). ~ ~ p:) c > H &: . p.. ... Z W .. ~ ~ OIl <( U) ~ ... . :;J .. 0 ... ~ '" ~ U ~ OIl '" I II I ~ H u Z ~ w ~ ~ p.. I 0 ~ H w ., :> ! ... w .. ~ t::l <( 0 ~ M ~ ~ '" V) ~ ~ ~ 1--.11' ~ . I \) ..:J.. I II .- [l-==- L I ~ ,~,',~(.ji I I ~ cr <L\ ;- . _~~-- 1~_~' : al'l J: ,~ , ~ M a: o :J D. III :t C';II 0.1 ..: -II :p .Jp r- ._- I. --" ~:~~! UU-J..8 MURRAY-DUDECK & ASSOCIATES TABLE 3 ------- ------- FUTURE TRAFFIC FRO;,j PROJECT DEVELOPHENT --------------------------------------- --------------------------------------- BASED on REVISED LAND USE DESIGNATImi ------------------------------------- ------------------------------------- Hap # Description Status Unit Size Trip Rate Daily Trips ------ --------- --------- ----------- ------ --------- --------- ----------- P 618 du 6.6 T/du 4,079 vpd P 1200 seats 10% occupancy 1.0 T/seat 120 vpd ------------------ ------------------ A v~olbright Place PUD 1. multi-family 2. church-- a. weekday b. weekend 1. 1st service 2. 2nd service 3. evening service 3. fellowship hall 4. school 5. recreational Woolbright Center a. bank b. general office c. medical office Woolbright Place PCD 50% occupancy 0.8 T/seat (480)vpd 80% occupancy 0.8 T/seat (768)vpd 60% occupancy 0.8 T/seat (576)vpd P 101.: occupancy 1.0 T/seat 120 vpd P 500 students 1.02 T/stud. 510 vpd p 11.0 acres 25 T/acre 275 P 5,000 sf 192 T/ksf 960 vpd p 42,000 sf 17.7 T/ksf 726 vpd P 15,000 sf 54.6 601 vpd P 221,975 sf 50.6 T/ksf 11 ,232 vpd ---- Ne,., Trips 18,623 vpd B C ... ............. ...... ............. ... ... ........... ......... ................. ....... ...... ....... ............. ... ...................... ............. ... ..................................... Internal Tri ps : home-based to work 4,079 x 5% = 204 vpd home-based to medical 4,079 x 2% = 86 vpd home-based to business 4,079 x 5% = 204 vpd home-based to school 4,079 x n = 86 vpd home-based to church 4,079 x 1% = 41 vpd home-based to shopping 4,079 x 15% = 612 vpd home-based to recreational 4,079 x 5% = 204 vpd work to shopping 2,287 x 5% = 114 vpd church to work 240 x 5'7 = 12 vpd 10 school to shopping 510 x 5% = 25 vpd school to work 510 x 50/ = 25 vpd /0 church to school 240 x 10% = 24 vpd church to shopping 240 x 5% = 12 vpd ---- 1,649 vpd ............... ................ ................................ ................. .............. ...... .................. ............. .................................. ............... ...... ...... ...... Resulting External Trips = 18,623 - 1,649 - 1,649 = 15,325 vpd .......... .......... ....................... ......... ... ... ............ ...... ........................ .................................... ...................... Status: P=proposed oJ",_ "".....I~ NOTE: (1,824 vpd) is weekend Church traffic which is not included in the daily traffic figures lJ L/ - .2.. I I z 4l ~ p.. u c: > 0 L .. H ~ ... 'l' .. ." ~ :> :> 4: ~ ~ ... .. ~ t- o ... ~ :! E-< ~ U ~ ." " c: 0 II ~ lI:: p.. U ... ~ 0 & ~ U) I 0 ~ p.. lit 0 . ,. ! ~ 4: ... ... ~ p.. U . '" 0 (.) (.) ~ ~ :- \; ~ ~ V) ~ ~ ~ uJ \:: I I: -~~-L" ~ ,:Ct '.::'::8: I ) 1:1 ~'.- <L~ J,'- . ~-I- _A: aM I, M [[ .. LJ 11' ,,' r:d>lllf->o.:i-I ~C3: I 0~.'. :/ 0" r-!"- O<i~~' 'I J;: . D.J ~ .1 "" 5 I III "(lJ/ '//r!?/W?(?PA/ o ::l D. III ll: ~ol: ~..l ..::! -Cl ::l::l .J~ ~-- I: --. ~<i uu- J' MURRAY-DUDECK & ASSOCIATES TABLE 4 ------- ------- HIGHWAY CAPACITY LEVEL OF SERVICE SUMMARY ----------------------------------------- ----------------------------------------- Description Level of Service ---------- ---------- --------------- ---------------- ZONING ------ ------ EXISTING PROPOSED ------ ------ -------- -------- I) Intersection of Woolbright Road & SW 8th Street a. AM Peak Traffic 1. Existing+Deve10pment+Ml+Boynton Commerce "E" "E" Center+Pylon 2. Existing+Deve10pment+Ml+Boynton Commerce liE II "D II Center+Pylon -- With 30% RTOR 3. Existing+Development+Ml+Boynton Commerce liE II "E" Center+Pylon+Other -- With 30% RTOR 4. Existing+Development+Ml+Boynton Commerce "C" "c" Center+Pylon+Other -- With 30% RTOR & 6 Lanes On Woolbright Road b. PM Peak Traffic 1. Existing+Development+Ml+Boynton Commerce Center+Pylon 2. Existing+Development+Ml+Boynton Commerce Center+Py10n -- With 50% RTOR 3. Existing+Development+Ml+Boynton Commerce Center+Pylon -- With 50% RTOR & 6 Lanes On Woolbright Road 4. Existing+Development+Ml+Boynton Commerce Center+Pylon+Other -- With 50% RTOR & 6 Lanes On Woolbright Road liE" "E " liE II liE" liE II II E" II E" [)U--J MURRAY-DUDECK & ASSOCIATES TABLE 4 (continued) ------------------- ------------------- HIGHWAY CAPACITY LEVEL OF SERVICE SUMMARY ----------------------------------------- ----------------------------------------- Description ----------- ---------- I) 1-95 Diamond Interchange With Woolbright Road a. AM Peak Traffic 1. Existing 2. Existing+Development 3. Existing+Development+M1 4. Existing+Deve10pment+Ml+Boynton Commerce Center+Py10n s. Existing+Development+Ml+Boynton Commerce Center+Pylon -- With NB 2 Left Lanes 6. Existing+Development+Ml+Boynton Commerce Center+Pylon -- With NB 2 Left Lanes + 6 Lanes On Woolbright Rd. 7. Existing+Development+M1+Boynton Commerce Center+Pylon+Other -- With NB 2 Left Lanes + 6 Lanes On Woolbright Rd. 8. Existing+Deve10pment+Ml+Boynton Commerce Center+Pylon+Other -- With NB & EB 2 Left Lanes + 6 Lanes On Woolbright Rd. b. PM Peak Traffic 1. Existing 2. Existing+Development 3. Existing+Development -- With NB 2 Left Lanes 4. Existing+Deve10pment+M1 s. Existing+Development+Ml+Boynton Commerce Center+Pylon -- With NB 2 Left Lanes 6. Existing+Development+M1+Boynton Commerce Center+Pylon -- With NB 2 Left Lanes + 6 Lanes On Woolbright Rd. 7. Existing+Development+Ml+Boynton Commerce Center+Pylon+Other -- With NB & EB 2 Left Lanes + 6 Lanes On Woolbright Rd. Level of Service ---------------- ---------------- ZONING ------ ------ EXISTING PROPOSED ------- ------- -------- -------- liB" liB" "C" "C" "c" liE" "E" "D" "E" "E" "C" "C" " D" liD" "C" "C" "C" "E" "E" liE" iJU - J MURRAY-DUDECK & ASSOCIATES TABLE 4 (continued) ------------------- ------------------- HIGHWAY CAPACITY LEVEL OF SERVICE S~mARY ----------------------------------------- ----------------------------------------- Description ----------- ----------- I) Intersection of Woolbright Road & Congress Avenue Level of Service ---------------- ---------------- ZONING ------ ------ EXISTING PROPOSED -------- ------- -------- -------- a. AM Peak Traffic 1. Existing "A" "A" 2. Existing+Development liB" "C" 3. Existing+Development+M1 "C" "e" 4. Existing+Development+M1+Boynton Commerce "c" "C" Center+Pylon 5. Existing+Development+M1+Boynton Commerce "E" liE" Center+Pylon+Other 6. Existing+Deve10pment+M1+Boynton Commerce "C" "C" Center+Pylon+Other -- 4-Lane Congress Ave. b. PM Peak Traffic 1. Existing 2. Existing+Development 3. Existing+Development -- 4-Lane Congress Ave. 4. Existing+Development+}11 -- 4-Lane Congress Ave. s. Existing+Development+Ml+Boynton Commerce Center+Pylon -- 4-Lane Congress Ave. 6. Existing+Development+Ml+Boynton Commerce Center+Pylon+Other -- 4-Lane Congress Ave. 7. Existing+Development+M1+Boynton Commerce Center+Pylon+Other -- 4-Lane Congress Ave. + 20% RTOR "C" "D" "A" "A" "B" "c" "E" "A" "B" "D" "C" "E" "C" "C" UII" J MURRAY-DUDECK & ASSOCIATES TABLE 4 (continued) ------------------- ------------------- HIGHWAY CAPACITY LEVEL OF SERVICE SUMMARY ----------------------------------------- ----------------------------------------- Description Level of Service ---------- ----------- ---------------- ---------------- ZONING ------ ------ EXISTING PROPOSED ------- ------- -------- -------- I) Intersection of Woolbright Road & Seacrest Boulevard a. AM Peak Traffic 1. Existing 2. Existing+Development 3. Existing+Development+Ml 4. Existing+Deve10pment+Ml+Boynton Commerce Center+Py10n s. Existing+Development+M1+Boynton Commerce Center+Pylon+Other liB" liB" "B" "B" "B" "B" "B" "B" "B" liB" b. PM Peak Traffic 1. Existing 2. Existing+Development -- With 20% RTOR 3. Existing+Deve10pment+M1 -- With 20% RTOR 4. Existing+Development+Ml+Boynton Commerce Center+Pylon -- With 20% RTOR liD" II D" "D" "D" liD II "D" liD" liD" s. Existing+Developwent+Ml+Boynton Commerce Center+Pylon+Other -- With 20% RTOR 6. Existing+Development+Ml+Boynton Commerce Center+Pylon+Other -- With 20% RTOR + NB 2 Left Lanes "D" "C" "C II UU-] MURRAY-DUDECK & ASSOCIATES APPENDIX "A" ----------- ----------- TRIP ANALYSIS ON 1ST BAPTIST CHURCH FACILITIES ============================================== lJ U - J~ r MURRAY-DUDECK & ASSOCIATES TRIP ANALYSIS ON 1ST BAPTIST FACILITIES --------------------------------------- --------------------------------------- To determine the specific trip patterns that will be generated by the various activities within a Baptist Church complex, discussions with church officials were conducted. Current church membership is about 250 families, but with the new facility & continued growth, there is anticipated major increase in the membership. Based on this data and professional knowledge on church activities, the following comments are made: A. Weekday Activities 1. Tuesday evening refreshments @ 5:30 pm in fellowship hall with about 25 people attending evening visitation @ 7:00 pm in the Church Sanctuary with about 50 people attending (includes 25 for earlier refreshments) 2. Wednesday - evening meal @ 5:30 pm in fellowship hall with about 100 attending - evening worship service in the Church Santuary with about 150 people attending (includes 100 for earlier meal) 3. Monthly a youth activity like a pizza party, etc. in the fellowship hall with about 50 attending Senior citzen program in the fellowship hall with about 50 attending 4. Annual a special function usually held annually in the fellowship hall with about 250 attending s. Daily school facility with capacity of 500 students B. Weekend Activities ------------------ 1. Sunday service @ 8:00 am there are about 250 people @ 11:00 am there are about 500 people @ 7:00 pm there are about 250 people 3. Sunday school @ 9:30 am includes people who attended the 8:00 am worship service & people who plan on attending the 11 :00 am \Yorship service In recognlzlng the existing church membership & assuming an average of 3 persons/family, a 200% expansion would still not generate near capacity for the proposed 1200 seat church sanctuary, since there \Yill be 3 services and you never can assume 100% attendance. The fellowship hall is used mostly as an ancillary facility to provide a gathering area for socializing before or after \Yorship services and for special social functions. uu..; MURRAY-DUDECK & ASSOCIATES APPENDIX "B" ============ HIGHWAY CAPACITY ANALYSIS ========================= v V... 3' MURRAY-DUDECK & ASSOCIATES CRITICAL MOVENENT ANALYSIS \o.'OOLE. & S\..'8TII AM EXIST+DEV+H1+BCC.+PYLON Plff DATE OF COUNTS: 1/7/86 ********************************** LEVEL OF SERVICE E SATURATION 92 CRITICAL N/S VOL 349 CRITICAL E/W VOL 1167 CRITICAL SU}! 1516 ************************************* LANE GEmlL1'RY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV'\\'IDTH MOV WIDTH MOV WIDTH 1 R.. 12.0 R. . 12.0 R. . 12.0 R. . 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 L. . 12.0 L.. 12.0 T. . 12.0 T. . 12.0 4 L. . 12.0 L.. 12.0 L.. 12.0 L. . 12.0 5 L. . 12.0 L. . 12.0 6 TRAFFIC VOLU}1ES NORTHBOUND SOUTHBOUND EASTBOmm WESTBOUND LEFT 58 184 140 691 THRU 40 66 1288 1221 RIGHT 216 114 184 254 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 5 0 .95 SOUTHBOUND 5 0 .95 EASTBOUND 5 0 .95 \\TESTBOUND 5 0 .95 N/S :4. EN :4. PEDESTRIAN ACTIVITY 1. CYCLE LENGTH : 100 SECONDS G/C - NB & SB THRU : .15 G/C - EB & WE THRU : .44 BOTH TURNS PROTECTED (WITH OVERLAP) BOTI1 TURNS PROTECTED (WITH OVERLAP) o - 99 (#PEDS/HR) PHASING CRITICAL LANE VOLUMES BY ~IOVEHENT NORTIlBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 238 126 747 708 LEFT 35 111 85 420 LEFT TURN CHECK NORTHBOUND SOUTIIBOUND EASTBOUND \o.'ESTBOUND INPUT VOLU}1E 58 184 140 691 CAPACITY 267 293 0 0 NEED PHASE? N/A N/A N/A N/A UU-J8 MURRAY-DUDECK & ASSOCIATES CRITICAL MOVENENT ANALYSIS WOOLB.&SW8TH W1O% RTOR AN EXIST+DEV+Nl+BCC.+PYLON PHT DATE OF COUNTS: 1/7/86 ********************************** LEVEL OF SERVICE D SATURATION 88 CRITICAL N/S VOL 277 CRITICAL E/W VOL 1167 CRITICAL SUM 1444 ************************************* LANF. GEOHETRY NORTIIBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV \HDTH mv WIDTH MOV WIDTIl 1 R. . 12.0 R.. 12.0 R. . 12.0 R.. 12.0 2 T. . 12.0 T.. 12.0 T. . 12.0 T. . 12.0 3 L. . 12.0 L.. 12.0 T.. 12.0 T.. 12.0 4 L. . 12.0 L. . 12.0 L. . 12.0 L.. 12.0 5 L. . 12.0 L.. 12.0 6 TRAFFIC VOLUHES NORTHBOUND SOUTHBOmm EASTBOUND WESTBOUND LEFT 58 184 140 691 TIlRU 40 66 1288 1221 RIGHT 151 80 129 178 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTIlBOUND 5 0 .95 SOUTHBOUND 5 0 .95 EASTBOUND 5 0 .95 l>.rr:STBOUND 5 0 .95 PHASING N/S EN PEDESTRIAN ACI'IVITY CYCLE LENGTIl G/C - NB & SB THRU G/C - EB & WB THRU :4. BOTH TURNS PROTECI'ED (WITIl OVERLAP) :4. BOTH TURNS PROTECI'ED (WITH OVERLAP) 1. 0 - 99 (#PEDS/HR) 100 SECONDS : .15 : .44 CRITICAL LANE VOLUMES BY MOVEMENT NORTHROUND SOUTHBOUND EASTBOUND l>.'ESTBOUND THRU -RIGHT 166 88 747 708 LEFT 35 111 85 420 LEFT TURN CHECK NORTHBOUND SOUTllOOUNll EASTBOUND l>.'ESTBOUND INPlIT VOLUHE 58 184 140 691 CAPACITY 267 293 0 0 NEED PHASE? N/A N/A N/A N/A UU-J: MURRAY-DUDECK & ASSOCIATES CRITICAL ~IOVDlENT At~ALYSIS WOOLB.&SIo,'8TH W10% RTOR AN EXlST+DEV+tll+BGC.+PYLON+OTHER PlIT DATE OF COUNTS: 1/7/86 ********************************** LEVEL OF SERVICE E SATURATION 90 CRITICAL N/S VOL 277 CRITICAL E/W VOL 1203 CRITICAL SUtl 1480 ************************************* LANE GEOMETRY NORTIIBOUI\D SOUTHBOUND EASTBOUND WESTBOUND LANE MOV IoHDTH MDV WIDTH HOV WIDTH HOV WIDTII 1 R.. 12.0 R. . 12.0 R.. 12.0 R. . 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 L. . 12.0 L. . 12.0 T. . 12.0 T.. 12.0 4 L. . 12.0 L. . 12.0 L. . 12.0 L.. 12.0 5 L.. 12.0 L.. 12.0 6 TRAFFIC VOLUt!ES NORTIIBOUND SOUTHBOUllD EASTBOUND \..'ESTBOUND LEIT 97 184 147 691 TIIRU 40 66 1351 1586 RIGHT 151 107 134 178 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTIIBOUND 5 0 .95 SOUTIIBOUND 5 0 .95 EASTBOUND 5 0 .95 WESTBOUND 5 0 .95 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LENGTII G/C - NB & SB THRU G/G - EB & WE TIIRU :4. BOTH TURNS PROTECTED (WITII OVERLAP) :4. BOTH TURNS PROTECTED (WITH OVERLAP) 1. 0 - 99 (#PEDS/HR) 100 SECONDS : .15 : .44 CRITICAL LANE VOLUMES BY HOVDlENT NORTHBOUND SOUTHBOUND EASTBOUND \..TESTBOUND TIIRU -RIGHT 166 118 783 920 LEFT .58 111 89 420 LEFT TURN CHECK NORTHBOUND SOlITlrBOmlD EASTBOUND WESTBOUND INPUT VOLUtIE 97 184 147 691 CAPACITY 267 293 0 0 NEED PHASE? N/A N/A N/A N/A 1/ U-I{- MURRAY-DUDECK & ASSOCIATES CRITICAL ~10VB:ENT AI,ALYSIS \.IOOLB.&SWSTII v.'/30%RTOR &EBNB 6L AN EXIST+DEV+H1+BCC.+PYLON+OTHER PIIT DATE OF COUNTS: 1/7/86 ********************************** LEVEL OF SERVICE C SATURATION 75 CRITICAL N/S VOL 277 CRITICAL E/W VOL 967 CRITICAL Silll 1244 ************************************* LANE GEOI'IETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE HOV WIDTH HOV WIDTH MOV WIDTH MOV \HDTII 1 R. . 12.0 R. . 12.0 R.. 12.0 R. . 12.0 2 T. . 12.0 T. . 12.0 T.. 12.0 T.. 12.0 3 L. . 12.0 L. . 12.0 T. . 12.0 T. . 12.0 4 L. . 12.0 Loo 12.0 Too 12.0 T.. 12.0 5 L.. 12.0 L. . 12.0 6 L.. 12.0 L.. 12.0 TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND ~;ESTBOUND LEFT 97 184 147 691 TIIRU 40 66 1351 1586 RIGHT 151 107 134 178 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTIIBOUND 5 0 .95 SOUTHBOUND 5 0 .95 EASTBOUND 5 0 .95 WESTBOUND 5 0 .95 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LENGTlI G/C - NB & SB THRU G/C - EB & \om TIIRU :4. :4. 1. 100 SECONDS : .15 : .44 BOTH TURNS PROTECTED (WITII OVERLAP) BOTII TURNS PROTECiED (WITII OVERLAP) o - 99 (#PEDS/HR) CRITICAL LANE VOLUMES BY MOVEME~7 NORTHBOUND SOUTHBOUND EASTBOUND \\'ESTBOUND TIIRU -RIGHT 166 118 547 642 LEIT 58 111 89 420 LEFT TURN CHECK NORTHBOUND SOUnIROUND EASTBOUND Io.'ESTBOUND INPUT VOLIDfE 97 184 147 691 CAPACITY 267 293 0 0 NEED PHASE? N/A N/A N/A N/A lIV -'Ii MURRAY-DUDECK & ASSOCIATES CEITrCAL }lOVEIlErJT AJ\ALYSIS WOOLB.&SW8TH Pt-l EXIST+DEV+M1+BCCC.+PYLOli pm DATE or COUKTS: 1/7/86 ********************************** LEVEL OF SERVICE E SATURATION 134 CRITICAL N/S VOL 1188 CRITICAL E/W VOL 1016 CRITICAL Slr'f 2204 ************************************* LAn GEOHETRY NORTHBOUND SOUTHBOUND EASTBOUND \o.'ESTBOUND LANE MOV WIDTH MOV \~IDTH MOV WIDTH MOV WIDTH 1 R. . 12.0 R. . 12.0 R.. 12.0 R.. 12.0 2 T. . 12.0 T.. 12.0 T. . 12.0 T. . 12.0 3 L. . 12.0 L. . 12.0 T. . 12.0 T.. 12.0 4 L.. 12.0 L. . 12.0 L. . 12.0 L. . 12.0 5 L. . 12.0 L.. 12.0 6 TRAFFIC VOLUNES NORTHBOUND SOUTHBOUND EASTBOUND \o.'ESTBOUND LEFT 217 479 232 438 THRU 97 82 1293 1298 RIGHT 812 298 117 422 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 5 0 .95 SOUTHBOUND 5 0 .95 EASTBOUND 5 0 .95 \t,'ESTBOUND 5 0 .95 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LENGTII G/C - NB & SB THRU G/C - EB & \I'B THRU :4. BOTH TIffiNS PROTECTED (WITH OVERLAP) :4. BOTH TURNS PROTECTED (V:ITH OVERLAP) 1. 0 - 99 (#PEDS/HR) 100 SECONDS : .15 : .44 CRITICAL LANE VOLU~ffiS BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND \o.'ESTBOUND TIIRU -RIGHT 897 329 750 753 LEFT 131 291 141 266 LEFT TURN CHECK NORTHP>OUND SOUTlIBOUND EASTBOUND \o.'ESTBOUND INPUT VOLIDIE 217 479 232 438 CAPACITY 251 23() 0 0 NEED PHASE? N/A N/A N/A N/A uu- ;. MURRAY-DUDECK & ASSOCIATES CHITlCAL 1l0VE1'lE~T ANALYSIS WOOLB.&S\~8TH W/50%RTOR P~: EXIST+DEV+Hl+BCCC.+PYLON PIIT DATE Of COUNTS: 1/7/86 ********************************** LEVEL OF SERVICE E SATURATION 106 CRITICAL N/S VOL 739 CRITICAL E/w VOL 1016 CRITICAL SUH 1755 ************************************* LANE GEOHETRY NORTllBOUND SOtITHBOUND EASTBOUND WESTBOUND LANE /lOV WIDTII /lOV WIDTH HOV WIDTIl MOV WIDTH 1 R.. 12.0 R. . 12.0 R. . 12.0 R.. 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 L.. 12.0 L. . 12.0 T. . 12.0 T. . 12.0 4 L.. 12.0 L. . 12.0 L. . 12.0 L. . 12.0 5 L. . 12.0 L. . 12.0 6 TRAFFIC VOLUHES NORTHBOUND SOUTHBOUND EASTBOmm r.'ESTBOUND LEFT 217 479 232 438 THRU 97 82 1293 1298 RIGHT 406 149 59 211 TRUCKS (%) LOCAL BUSES (#/llR) PEAY. HOUR FACTOR NORTIIBOUND 5 0 .95 SOUTHBOUND 5 0 .95 EASTBOUND 5 0 .95 WESTBOUND 5 0 .95 N/S :4. EN : 4. PEDESTRIAN ACTIVITY CYCLE LENGTH G/C - NB & SB THRU G/C - EB & WE TIIRU BOTH TURNS PROTECTED (\o.'ITII OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) 1. 0 - 99 (#PEDS/HR) 100 SECONDS : .15 : .44 PHASING CRITICAL LANE VOLill:ES BY MOVEHENT NORTHBOUND SOlJTHBOUI\lJ) EASTBOUND WESTBOUND THRU -RIGHT 448 164 750 753 LEFT 131 291 141 266 LEFT TURN CHECK NORTHBOUND SOlITHBOUND EASTBOUND \ffiSTBOUND INPUT VOLilllE 217 479 232 438 CAPACITY 25] 236 0 0 NEED PHASE? NIA N/A N/A N/A uv-t.J.J MURRAY-DUDECK & ASSOCIATES CRITICAL ~IOVEl'IENT At:ALYSIS ~JOOLB.&S\oI8TH W/50%RTOR & EB/I'lJ3 6L P}: EXIST+DEV+m+BCCC.+PYLO:~ PIIT DATE OF COUl:TS: 1/7/86 ***********:~********************** LEVEL or SERVICE E SATURATION 93 CRITICAL K/S VOL 739 CRITICAL E/w VOL 790 CRITICAL SUH 1529 ************************************* LANE GEm:ETRY NORTIIBOUND SOUTHBOUND EASTBOUND WESTBOUKD LANE ~IOV ~lIDTII HOV \\'I DTI I }JOV \"'IDTH HOV \VIDTH 1 R.. 12.0 R.. 12.0 R. . 12.0 R.. 12.0 2 T. . 12.0 T. . 12.0 T.. 12.0 T. . 12.0 3 L.. 12.0 L. . 12.0 T.. 12.0 T.. 12.0 4 L. . 12.0 L.. 12.0 T.. 12.0 T. . 12.0 5 L.. 12.0 L. . 12.0 6 L.. 12.0 L. . 12.0 TRAFFIC VOLUHES NORTIIBOUND SOUTHBOUND EASTBOUND \\'ESTBOUND LEFT 217 479 232 438 TIIRU 97 82 1293 1298 RIGIIT 406 149 59 211 TRUCKS (%) LOCAL BUSES (#/HR) PEAl: HOUR FACTOR NORTIIBOUND 5 0 .95 SOtITHBOmm 5 0 .95 EASTBOUND 5 0 .95 \>.'ESTBOUND 5 0 .95 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LENG111 G/C - NB & SB THRU G/C - EB & WB THRU :4. BOTH TURNS PROTECTED (WI111 OVERLAP) :4. BOTH TIlRNS PROTECTED (WI111 OVERLAP) 1. 0 - 99 (fiPEDS/IIR) 100 SECONDS : .15 : .44 CRITICAL LANE VOLUUES BY MOVD-IENT NORTHBOUND SOUTHBOUND EASTBOUND \-o'ESTBOmm 111RU -RIGlIT 448 164 524 526 LEFT 131 291 141 266 LEFT TIlRN CHECK NORTIlBOUND SOUTHBOUND Ef.STBOUND \o.'ESTBOUND INPtIT VOLUME 217 479 232 438 CAPACITY 251 236 0 0 NEED PHASE? N/A N/A N/A N/A uu.. If. MURRAY-DUDECK & ASSOCIATES CRITICAL 110Vf1'lENT M:ALYSIS \I'OOLB.&Sh'STIr W50,;RTOR & EBNB 6L P}j EXlST+DEV+Hl+BCC.+PYLm:+Omr::R PHT DATE Of COUlnS: 1/7/86 ********************************** LEVEL Of SERVICE E SATURATION 103 CRITICAL N/S VOL 739 CRITICAL E/w VOL 956 CRITICAL SUN 1695 ***************,~********************* LAt:E GE01'1ETRY NORTHBOmm SOlITHBOUND EASTBOUND WESTBOUND LANE ~lOV WIDTI! HO\' \lIDTII mv \\IDTH HOV ~JIDTH 1 R. . 12.0 R. . 12.0 R.. 12.0 R. . 12.0 2 T. . 12.0 T.. 12.0 T.. 12.0 T. . 12.0 3 L. . 12.0 L.. 12.0 T. . 12.0 T. . 12.0 4 L.. 12.0 L. . 12.0 T. . 12.0 T. . 12.0 5 L. . 12.0 L. . 12.0 6 L. . 12.0 L.. 12.0 TRAFFIC VOLUHES NOnTImOUND SO\JTHBOmm EASTBOUND \v'ESTBOUtm LEFT 217 479 277 438 TtlRU 97 82 1705 1368 RIGIlT 406 153 81 211 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 5 0 .95 SOUnlBOUlID 5 0 .95 EASTBOUND 5 0 .95 k'ESTBOUND 5 0 .95 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH G/C - NB & SB THRU G/C - EB & \o.'B THRU :4. BOTH TURNS PROTECTED (WITH OVERLAP) :4. BOTH TURNS PROTECTED (WITH OVERLAP) 1. 0 - 99 (#PEDS/HR) 100 SECONDS : .15 : .44 CRITICAL LANE VOLIDlES BY MOVEHENT NORTHBOUND SOUTHBOUND EASTBOUND \o'ESTBOUND THRU -RIGHT 448 169 690 554 LEFT 131 291 168 266 LEFT rum, CHECK NORnmOUND SOUTHBOUND EASTBOUt\D '''ESTBOUND INPUT VOLut-IE 217 479 277 438 CAPACITY 251 236 0 0 NEED PHASE? N/A N/A N/A N/A UU"'f; MURRAY-DUDECK & ASSOCIATES Cr.JTICAL HOVDJEl>T At:ALYSIS \oIOOLE. &S\'18Tl; \0,' lEX I ST ZOl;E AN EXIST+DEV+tll+BCC.+PYLON PlIT DATE OF COUl:TS: 1/7/86 ********************************** LEVEL or SEP-VICE E SATUP-ATION 93 CRITICAL N/S VOL 373 CRITICAL E/w VOL 1167 CRITICAL Silll 1540 **********~************************** LANE GEO:lETRY NOnTIInOmm SOUTHBOUND EASTBOUliD \-''ESTBOUND LAr-.'E mv HIDTll tiO\' \','IDTII mv l!IDTll mv \o:I DTI I 1 R.. 12.0 R.. 12.0 R.. 12.0 R.. 12.0 2 T. . 12.0 T.. 12.0 T. . 12.0 T. . 12.0 3 L. . 12.0 L. . 12.0 T. . 12.0 T. . 12.0 4 L. . 12.0 L. . 12.0 L.. 12.0 L.. 12.0 5 L.. 12.0 L. . 12.0 6 TRAFFIC VOLUl'illS NORTHBOUND SOUTIIBOUf:n EASTBOUl,D lrESTBOUND LEFT 58 224 135 691 THRU 39 70 1288 1221 RIGHT 216 140 184 246 TRUCKS (%) LOCAL BUSES (#/IIR) PEAl: HOUP. FACTOIl NORTIlBOUND 5 0 .95 SOUTHBOUr-.'D 5 0 .95 EASTBOUND 5 0 .95 \\'ESTBOUND 5 0 .95 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LENGTH GIC - NB & SB nmu GIc - EB & WB THRU :4. BOTH TURKS PROTECTED (v:ITIl OVERLAP) BOTlI TURNS PROTECTED (\HTH OVERLAP) o - 99 (#PEDS/HR) :4. 1. 100 SECONDS : .15 : .44 CRITICAL LANE VOLUHES BY NovmENT NOImmomm SOUTHBOUND EASTBOUl;n ImSTBOUND THRU -RIGHT 238 154 747 708 LEFT 35 135 81 420 LEFT TUnN CHECK tmr:n:BOUllD SOUTHBOUND EASTBOUND IIT.STBOUND INPUT VOLUHE 58 224 135 691 CAPACITY 263 294 0 0 NEED PHASE? N/A NIl. NIl. NIl. tJ U-Y.b MURRAY-DUDECK & ASSOCIATES CRITICAL tl0VE1:r:nT Al;ALYSIS \\OOLB.&SH8TJI WEXIST 20m:: & 30h~TOR An EXIST+DEv+m+BCC.+PYLON Pm' DATE or COur;TS: I/7/Sf; ********************************** LEVEL or SERVICE E SATURATIO~ 89 CRITICAL N/S VOL 301 CRITICAL E/W VOL 1167 CP.InCAL SUl'l 1468 ************************************* NORTIlBOmm LA}.'E MOV \'!IDTII 1 R.. 12.0 2 T.. 12.0 3 L.. 12.0 4 L.. 12.0 5 6 NORTIlDOUl\'D LEFT THRU RIGHT 58 39 151 TRUCJ:S (%) 5 5 5 5 NORTHBOUND SOUTHBOUND EASTBOUND \o,'ESTBOUND N/S :4. E/H :4. PEDESTRIAN ACTIVITY CYCLE LEl\GTE G/C - NB & SB THRU G/C - EB & HB TERD PHASING LM;E GEm:ETRY SOlIT1!BOUND EASTBOm:D WESTBOUND MOV \lIDTH MOV \-!I DTI I MOV \.JIDTH R.. 12.0 R. . 12.0 R.. 12.0 T.. 12.0 T.. 12.0 T. . 12.0 L.. 12.0 T.. 12.0 T. . 12.0 L. . 12.0 L.. 12.0 L.. 12.0 L. . 12.0 L.. 12.0 TRAFFIC VOLUlffiS SOUTIlBOUND EASTBOUKD \,'ESTBOUND 224 70 98 135 1288 129 691 1221 172 LOCAL BUSES (#/lIR) o o o o PEAK HOUR FACTOR .95 .95 .95 .95 BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (\-:ITH OVERLAP) 1. 0 - 99 (fPEDS/HR) 100 SEco:ms : .15 : .44 CRITICAL LANE VOLU~1I::S BY MOVEtffit:t NORTlIBOUl'.'D SOUTllnOUND EASTBOU1\'D HESTBOUND THRU -RIGHT 166 108 747 708 LEFT 35 13S 81 420 LEFT TURN CHECK IWP.TlIBOmiD SOUTJlTlOmm EASTBomm \mSTBOUND INPlIT VOLUl':E 58 224 135 691 CAPACITI' 263 294 0 0 NEED PEASE? '/\/A N/A N/A N/A vu.. 'fi MURRAY-DUDECK & ASSOCIATES CrITICAL liOVEJiENT AJ~ALYSIS \,'OOLD. &.SI-i8TlJ \JIEXIST ZONE & 3070ETOR A~j EXIST+DEV+tJ1+BCC+PYLON+OlITEr PlIT DATE OF COUKTS: 1/7/86 ****~:***:'''::::~(:~~~~::*::(***;'r****)';**::::)~*:::*~~*):( LEVEL OF SIP-VICE E SATURATION 91 CRITICAL N/S VOL 301 CRITICAL E/W VOL 1203 CRITICAL sun 1504 ************************************* LAt:E GEWITRY NORTIlBOUND SOUTHBOUlm EASTBOUND \\1ESTBOUKD LAt.'E 110V \!IDTIl HOV \.'IDTI! HOV \.JIDTIl NO\' l:IDTlI 1 R. . 12.0 R. . 12.0 R.. 12.0 R.. 12.0 2 T. . 12.0 T.. 12.0 T.. 12.0 T. . 12.0 3 L. . 12.0 L.. 12.0 T.. 12.0 T.. 12.0 4 L. . 12.0 L.. 12.0 L.. 12.0 L.. 12.0 5 L. . 12.0 L. . 12.0 6 TRAFFIC VOLurrr:S NORTHBOUND SOUTHBOmm EASTBOmm I-lESTBOUlID LEFT 97 224 142 691 THRU 39 70 1351 1586 RIGHT 151 125 134 172 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTIlBOUl~D 5 0 .95 SOUTHBOUND 5 0 .95 EASTBOUND 5 0 .95 l,TESTBOUND 5 0 .95 N/S :4. EN :4. PEDESTRIAN ACTIVITY CYCLE LEl,GTH G/C - NB & SB THRU G/C - EB & \.'13 TIlRU PHASING BOTH T13RNS PROTECTED (WITII OVERLAP) BOTH TURl;S PROTECTED (HITH OVERLAP) 1. 0 - 99 (#PEDS/HR) 100 SEco:ms : .15 : .44 CRITICAL LANE VOLUJ-mS BY MOVEMENT TIlRU -RIGHT LEFT NORTIlBOmm 166 58 smmmom:n 138 135 EASTBomm 783 86 \;1ESTBOUND 920 420 LEIT TURti CHECK n;PUT VOLillm CAPACITY NEED PHASE? NORTHBOUND 97 263 N/A SOlITHWUliD 224 294 N/A EASTBOUND 142 o N/A \.lESTBOUND 691 o KIA u () - ".~ MURRAY-DUDECK & ASSOCIATES CRITICAL ~lOVE!mn Al:ALYSIS \.,TOOLE. &Sh'8Tll I,: IEXISTZOlmt30~;r.TOn&EB/\'.'B&L AI; EXIST+DEV+tl1+BCC+PYLON+OllTET: PIIT DATE or COlJJ:TS: 1/7 18G ********************************** LEVEL Of SERVICE C SATUI(ATION 77 CRITICAL N/s VOL 301 CRITICAL EN VOL 967 CRITICAL sun 1268 ************************************* LANE GEOt1ETRY NOP-TEBOUND SOUTHBOUND EASTBOUtiD \o,'ESTBOUND LANE NOV \,'IDTH HOV IHDTIl NOV \VIDTH HOV vlIDTIl 1 R. . 12.0 R.. 12.0 R.. 12.0 R.. 12.0 2 T.. 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 L. . 12.0 L. . 12.0 T. . 12.0 T. . 12.0 4 L. . 12.0 L. . 12.0 T. . 12.0 T. . 12.0 5 L. . 12.0 L. . 12.0 6 L.. 12.0 L.. 12.0 TRAFFIC VOLilllES NOp.TEBomID SOlTTIlDOUND EJI.STBomw \;lLST13OllliD LEFT 97 224 142 691 THRU 39 70 1351 1586 RIGIIT 151 125 134 172 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTIIBOUND 5 0 .95 SOlTTIlBOUND 5 0 .95 EASTBOUND 5 0 .95 "''ESTBOUND 5 0 .95 N/S :4. EN :4. PEDESTRIAN ACTIVITY 1. CYCLE LENGTIl : 100 SECONDS GIC - ~~ & S13 THRU : .15 GIC - EB & \VB THRU : .44 BOTH TURNS PROTECTED (HITH OVERLAP) BOTH TURNS PROTECTED (\;:ITH OVERLAP) o - 99 (#PEDS/HR) PHASING CRITICAL LA::E vounlEs BY HOVEl'lENT NOTITIlBOUND SOUTIIDomlD EASTBOUND \,,'ESTBOUND THRU -RIGHT 166 138 547 642 LEFT 58 135 86 420 LEFT TURN CHECK NORTI :r:;oUND SOUT] mOUND EASTBOUND IJESTDOmm INPUT VOLilllE 97 224 142 691 CAPACITY 263 294 0 0 NEED PHASE? NIA NIA N/A N/A v U - eft J MURRAY-DUDECK & ASSOCIATES CJ:ITICAL t,jQVDlr:NT ANALYSIS \WOLB. &5\;8Tl1 \,1 /EXI ST ZOfm PH EXIST+DEV+tn+BCC.+PYLON PIIT DATE OF COm;TS: 1/7/86 ****************~:***************** LEVEL OF SERVICE E SATURATION 117 CRITICAL N/S VOL 1145 CRITICAL E/I: VOL 790 CRITICAL smj 1935 ************************************* LAKL GEO:1ETRY NORTIIBOmm SOlITHBOUND EASTBOUND WESTBOUND LANE NOV vJIDTII NOV IHDTIi NOV WI DTI I HOV v!IDTH 1 R. . 12.0 R.. 12.0 R.. 12.0 R.. 12.0 2 T. . 12.0 T.. 12.0 T.. 12.0 T. . 12.0 3 L. . 12.0 L. . 12.0 T. . 12.0 T.. 12.0 4 L. . 12.0 L. . 12.0 T. . 12.0 T.. 12.0 5 L. . 12.0 L.. 12.0 6 L. . 12.0 L.. 12.0 TRAFFIC VOLillU:S NOP.TIIBOUND SOUTHBOm:D EASTBOUim \-.'ESTBOUND LEIT 217 409 212 438 TIiRU 93 73 1293 1298 RIGHT 812 234 117 386 TRUCKS (%) LOCAL BUSr:S (f,/HR) PEAK HOUR FACTOR NORTHBOUl'\D 5 0 .95 SOUTHBOUND 5 0 .95 EASTBOUND 5 0 .95 \\'ESTBOUND 5 0 .95 N/S :4. EN :4. PEDESTRIAN ACTIVITY CYCLE LENGTII G/C - NB & SB THRU G/C - EB & WE THRU nOTH TURNS PROTECTED (IHTIl OVERLAP) HOTIl TURNS PROTECTLD (v!ITH OVERLAP) 1. 0 - 99 (fiPEDS/HR) 100 SECOXDS : .15 : .44 PHASING CRITICAL LANE VOLUHES BY ~lOVEHEtIT NOp.TIlBOm:D SOUTHBOUND EASTBOU~m \,'ESTBOmlD THRU -RIGHT 897 258 524 526 LEIT 131 248 129 266 LEFT TURN CHECK NORTHBOUND SOUTIlBOUl:D EASTI30U;:D \\'ESrnOUND INPlIT VOLID1E 217 409 212 438 CAPACITY 260 240 0 0 NEED PHASE? N/A N/A N/A N/A II U- J,-' MURRAY-DUDECK & ASSOCIATES CRITI CAL rlOVr':::l[H ANALYSIS HOOLE. &Sv.'8TH W /EXIST ZONE & 50~~RTOr. Pli EXIST+DEV+lll+BCC.+PYLON PlIT DATE OF COUJ:TS: 1/7/86 ********************************** LEVEL OF SERVICE E SATURATIOi\ 90 CRITICAL N/S VOL 6% CRITICAL EN VOL 790 CRITICAL sm; 1486 ************************************* LM:E GEO~lETRY NORTHBOUND SOUTIlBomm EASTBOUND \o.'ESTBOUl\D LA~'E tlOV \nDTI! IlOV \'.'IDTI! HOV \'.'!DTE HQV \JIDTH 1 R.. 12.0 R. . 12.0 R. . 12.0 R.. 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 L.. 12.0 L. . 12.0 T. . 12.0 T. . 12.0 4 L.. 12.0 L. . 12.0 T. . 12.0 T. . 12.0 5 L.. 12.0 L. . 12.0 6 L.. 12.0 L. . 12.0 TRAFFIC VOLillms NORTlIROmm SOUTIIBOUtm EASTBOlmD \.;ESTBO\Jl:D LEFT 217 409 212 438 THRlJ 93 73 1293 1298 RIGHT 406 117 59 193 TRUCI:S (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUKD 5 0 .95 SOlTTHBOUtm 5 0 .95 EASTBOUND 5 0 .95 \-.'ESTBOUND 5 0 .95 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH G/C - NB & SB THRU G/C - EB & "~ THRU :4. BOTH TURNS PROTECTED (ViITH OVERLAP) :4. BOTIl TURNS PROTECTED (vJITII OVERLAP) 1. 0 - 99 (l.'PEDS/HR) 100 SECONDS : .15 : .44 CRITICAL LANE VOLmms BY ~lOVF1'lENT THRU -RIGHT LEFT NORTIlT30UND 448 131 SOUTHBOUND 129 248 EASTBOlmD 524 129 \';J:STBom\D 526 266 LEFT TURN CHECK INPUT VOLUNE CAPACITY NEED PIlASE? NO!:TllDOUND 217 260 Il/A SOUTIIEomm 409 240 N/A EAf,TBOmm 212 o N/A UJ:STBOUND 438 o N/A u u - ~, MURRAY-DUDECK & ASSOCIATES CRITICAL ::OVC IE!':T AI:ALYSIS \JOOLB. &S\..'STl I \J lEX ISTZONEt50iTTOI;[',En/IIl3GL P;i EXIST+DEV+m+BCC.+PYLot:+OTHI:R PlIT DATE OF COUl11'S: 1/7 I 86 *********~:::~~*****************~~)'r*~"::;'~~ LEVEL OF SE/;VICE E SATUEATION 100 CRITICAL N/S VOL 696 CRITICAL E/~ VOL 956 Cr:ITICAL SUI 1652 *******"~***'~************************* LANE GECXIETRY NORTIlBOmm SOUTIIBOmm EASTBOUND \.'ESTBOUND LANE MOV I:IDm IIOV \iIDTIl HOV UIDTH HOV l-:IDTH 1 R. . 12.0 R. . 12.0 R. . 12.0 R.. 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T.. 12.0 3 L. . 12.0 L. . 12.0 T. . 12.0 T. . 12.0 4 L. . 12.0 L.. 12.0 T. . 12.0 T.. 12.0 5 L. . 12.0 L. . 12.0 6 L. . 12.0 L.. 12.0 TRAFFIC VOLUHES NOlmmOmm SOUT] mOUND EASTBOU::D UESTBOUND LEFT 217 409 257 438 THRU 93 73 1705 1368 RIGHT 406 121 81 193 TRUCKS (%) LOCAL BUSES (fi/HR) PEAK HOUR FACTOR NORTHBOUND 5 0 .95 SOlfTIlBOUh'D 5 0 .95 EASTBOUND 5 0 .95 WESTBOUND 5 0 .95 NIS :4. E/Vi :4. PEDESTRIAN ACTIVITY CYCLE LENGTIl GIC - NB & SB THRU GIC - EB & \m TlIRU BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (WITII OVERLAP) 1. 0 - 99 (#PEDS/HR) 100 SECD:\DS : .15 : .44 PHASING CRITICAL LANE VOLillIES BY 1I0VlllEl:T NORTEBOUND SOUTHBOUlm EASTnOm:D l:ESTBOUl'iD TIIRU -RIGHT 448 133 690 554 LEIT 131 248 156 266 LEFT TURN CHECK 1'I0RTIIBOmm SOllTllBOUIm EASTBOU@ \;TESTBOUND INPUT VOLIDIE 217 409 257 438 CAPACITY 260 240 0 0 NEED PHASE? 1;1 A N/A I'I/A iliA UU-s:J. ~)J) j,n. H MURRAY-DUDECK & ASSOCIATES DH.;ior;D I::Ti:ECllt.lJGE TJHJliG 1-95 f, \:OOLTIRIGET rD. All EXIST + DEV PIIT DATI: or COU;;TS: 1/7/86 LEVEL OF SERVICE C % SATURATI~~ 68 ****************~~*********************************************************** HiPUT DATA VOLUNE CAPACITY NORTlmOUND LEIT TlIRD RIGJIT 292 0 100 1500 0 1700 SOlJ'TlffiOUND LEIT TlIRU RIGJIT 110 0 281 2800 0 1700 VOLUJ:E CAPACITY EASTBOUND LEIT TiiRU RIGIIT 286 832 320 1500 3200 1700 ~mSTBOUl\'D LEFT TERU RIGJIT 208 792 376 1500 3200 1700 CYCLE LENGTlI 120 EFFECTIVE GREEl\' 130 EB 5T ART UP - YES \ffi ST APT UP - YES HIN GREEN FOR RAHPS 10 ~m; GREEI; FOI~ CROSS STREET 15 CLEARANCE FOR EB 4 CLEARANCE FOR ~~ 4 RIGHT TUTW OVERLAPS? YES EB \'ill INTER:~AL DISTANCE HAXUW11 SPEED (HPH) ACCELEP.ATION RATE UlPli/SEC) 700 45 6 700 ' 45 6 ***********************************}~********;:C~;***;;C**********;~*~~****)~********::~ HOVEHENT vlc ADJ vlc GrEEN NB RA}lP .194 .262 32 SB RMIT' .039 .052 14 EB .260 .350 43 \\'B .247 .333 41 NOTE - THE NIl\' GREEN For: THE SD RM1P WAS ADJUSTED TO ENSURE A RAHP PHASE v:Am;n:G - THE Gr:ELN TI~1ES lIA VE BEEl: ADJUSTED TO REFLECT TIlE SPECIFIED HINIHUHS PIIASE tlOVE!lEtiT GREEN CLE.A.R 1 W:' STArT UP 9 4 2 wn 7 4 3 \;r. f, 1m RT 17 4 4 tm RA:'lP 19 4 5 ED START UP I) 4 6 EB 7 4 7 EB & SE p.r 19 4 ....... .....~ u U. ~3 L ~J. J:fJ:J' 4 MURRAY-DUDECK & ASSOCIATES Dr A: 10:m n:Tr:J:CEA1:C[ 1'1: m;c 1-95 &. \-iOOLLl;IG;lT JW. All EnST + DEV + Nl PIIT DATE OF COUnTS: 1/7/86 LEVEL OF SEP.VICE C % SATURATIor: 71 *********,:,**,:'~,**~":,******,~***;~************* ***,~****************************** n:PlIT DATA VOLUllE CAPACITY NORTHBomm LEFT TIIRU RIGIIT 339 0 100 1500 0 1700 SOUTIIBomiD LEIT THTIU RIGHT 110 0 328 2800 0 1700 VOLlJ!.lE CAPACITY EASTBomm LEIT TllIm RIGHT 301 836 335 1500 3200 1700 \JESTBOillm LEIT TElT RIGHT 208 808 376 1500 3200 1700 CYCLE LENGTH 120 EE START tJ1> - YES mN GREEl, Fon RA!'!PS 10 Im: GREEN FOr: CROSS STf:EET CLEARANCE FOR EB 4 RIGhi TURN OVERLAPS? EFFECTIVE GREEN 130 \ffi START UP - YES 15 CLEARANCE FOr. \I'D YES 4 I~~ERNAL DISTM:CE HAXIHUN SPEED (lIPH) ACCELERATIOJ; RATE Ua'l!/SEC) EB 700 45 6 \1'13 700 45 6 ***************************************************************************** HOVEHEr.~ v/c ADJ v/c GREEN NB RAJvlP .226 .290 36 SB RAHP .039 .050 14 EB .261 .335 42 HB .252 .324 40 NOTE - THE HIN GREElj FOR THE SB RA!'lP WAS ADJUSTED TO ENSURE A RfJfP PHASE \\ARJ:ING - TIlE GEEEr; TIllES HAVE BEEH ADJUSTED TO REFLECT THE SPECIFIED HINIHlJ}!S PHASE HOVE'lENT GP.EEN CLEAR 1 2 3 4 5 6 7 I.'B START UP I'.'B \,'B & ND In NB RAnI' r:J~ STAHr UP EB r.B &. SD RT 9 7 16 23 9 7 18 4 4 4 4 4 4 4 u U-S,," MURRAY-DUDECK & ASSOCIATES DIAlio;m Il;TLl~CHA~;GE Tll ;n;c 1-95 t \-IOOLBf~IGJ:T RD. All EXIST+DLV+~11+BCC.+PYL01~ PHT Dt,TE OF COUNTS: 1/7/136 LEVEL or SERVICE E % S^TURATIrn~ 113 *******************~,********:~**~,*************** ***************************** niPlIT' DATA VOLUHE CAPACITY NORTHBOUND LEFT TH~U RIGHT 635 0 100 1500 0 1700 SOIITHBOmm LEIT T1lP.U RIGHT 110 0 624 2800 0 1700 VOLillIE CAPACITY EASTBOUlm LEIT TlIRU RIGlIT 394 866 349 1500 3200 1700 WESTBOUKD LEIT TEI:U RIGHT 208 907 376 1500 3200 1700 CYCLE LENGTH 120 Ell START UP - YES Inti GREEN FOR RAl'LPS 10 tm: GP-EEK FOR CROSS STREET CLEARANCE FOR EB 4 RIGIIT TURN OVEP-LAPS? EFFECTIVE GREEN 130 ~~ START UP - YES 15 CLEARANCE FOR lm YES 4 EB \I'll I~TERliAL DISTA..'iCE HAXIl nm SPEED (!IT'II ) ACCELERATIm; RATE (llPll/SEC) 700 45 6 700 45 6 ***************************************************************************** }lOVE!' :ENT V/C ADJ V/C GREEN NB IWlP .423 .343 45 SB RAllP .254 .206 27 EB .270 .219 29 1m .283 .230 30 PHASE MOVEHE1:T GREEK CLEAR 1 \:B START UP 9 4 2 HE 7 4 3 \m & 1m RT 6 4 4 NB RAHP 32 4 5 Ell START UP 9 4 6 EB 7 4 7 ED 8. SB RT 5 4 8 SD RA,'lP 14 4 u u - $~ MURRAY-DUDECK & ASSOCIATES DIAno;:]) It:TEJ~CiIA;:GL Trrm~G 1-95 & \','()()LmUGllT P-D. \-,l NJ\2L Ali EXIST+DrV+!l1+f,ec.+pYLOI: pllT DATI: OF cmnn's: 1/7/E:G LEVEL OF SEP-VICE E ~" SATenATIO!; 92 ***,.~******:r:;** ***:~::F~;:~:~~**~;:*;:;;',.:***-~l:**::~**;:::**~(*:;:******;':~;******:(;*~~***,.'c* ****l((*****~::-: INPUT DATA VOLUI IE CAPACITY NORTlmomm LEFT TllRU RIGIIT' 635 0 100 2800 0 1700 SOlTI'HBOUND LEIT TlIRU RIGHT 110 0 624 2800 0 1700 VOLilliE CAPACITY LEFT 394 1500 EASTBOUND TIIP.ll RIGlIT 866 349 3200 1700 LEIT 208 1500 \\TESTBOUND TllRU P.IGIIT 907 376 3200 1700 CYCLE LENGTH 120 EFFECTIVE GREEN 130 ED START UP - YES \.m ST AET UP - YES HU: GREEII FOR RA:,;PS 10 III!: GREn: Fa;; C;;OSS srr,EET 15 CLEARANCE For: ED 4 CLEARAI:CE FOR HE 4 RIGHT TUEN OVEf:LAPS? YES EB \om mTEf.I(AL DISTAJ;CE NAXINIM SPEED (lIT'lI) ACCELErrATIm: RATE U;PII/SEC) 700 45 6 700 45 6 ********,::*~:*****,::***:~**".,c**~:*********************~:~***:::********************:;:** NOVEHENT vlC ADJ vie GREEN NE RAl-lP .226 .225 29 S13 RAHP .223 .222 29 EE .270 .269 35 \om .283 .282 37 PHASE ~lO\'EliENT GREEN CLEAR 1 I;';'. START UP 9 4 2 ~.'B 7 4 ., \~B & Nn RT 13 4 ,J 4 tin R,',,! IT' 16 4 5 Ln START UP 9 4 6 EI; 7 4 7 ED & SD TIT II 4 8 SB P-AIlF 16 4 U V-$" MURRAY-DUDECK & ASSOCIATES DlA,lCl:';]) n:1T.LCi!t,;:GE TIllING 1-95 & IJOOLBRIGIIT r.D. 1!/EB-I.'B6LI',):B2L All LXIST+DEV+~a+BCC.+PYLOI\ PlIT DATI OF COlll:TS: 1/7/86 LEVEL OF SERVICE D % SATUEATIOt: 81 ******,.'(********~~*~::**********~~~:*~~ ************ *~:****::c:~******* ***;1;************* INPUT DATA VOLUllE CAPACITY l':ORTiIBOmm LEFT TI:m! RIGIIT 635 0 100 2800 0 1700 SOUTHBomm LEFT TIlRU RIGlIT 110 0 624 2800 0 1700 VOLllilE CAPACITY EASTBOUND LEIT THr.U RIGHT 394 866 349 1500 4600 1700 11ESTBOUND LEFT THRU RIGIIT 208 907 376 1500 4600 1700 CYCLE LENGTH 120 EFFECTIVE GREEN 130 EB STAET UP - YES KE STAnT UP - YES ~m: GREEN FOR RAms 10 En; GREEli FaT'. CI~OSS STREET 15 CLEAI:AtiCE FOR EE 4 CLEARA1:CE FOP. \.m 4 RIGlIT Tum: OVERLAPS? YES EB \om INTERNAL DISTANCE tlAXIHUiI SPEED (HPH) ACCELERATIar; RATE (liPE/SEC) 700 45 6 700 45 6 ******************~:********************************************************** NOVE."lENT V/C ADJ v/c GP.EDi NB RAI'lP .226 .257 34 5B RAtlP .170 .193 25 Ell .262 .298 39 1m .221 .251 33 PHASE NOVEl lENT GREEr; CLEAR 1 \.'B 5T ArT UP 9 4 2 \'lli 7 4 3 1m & 1m RT 9 4 4 ND RA:'lP 21 4 5 ED 5T Ar.T UP 9 4 6 ED 7 4 7 Ef, & 5n RT 15 4 8 5B RAHI' 12 4 UU-57 MURRAY-DUDECK & ASSOCIATES DIAiiO::D n:TmC!lA}~GE TI:Ul;C 1-95 & \-'OOLBr:IGlIT RD. 1I'/ED-t'I36U,;Jn2L At: EXIST+DE\'+~a+BCC.+PYLmi+OTIIER PIIT D!,E OF COll!:TS: 1/7/8(, LEVEL OF SERVICE E ;; SATur~ATION 100 ****:::~* *****)~~:::~:****=:-:~***:::****~;c~!********~:*********;(:***:{::*******~~****:i.:****~~*)):** n~PVT DATA VOLUl'fE CAPACITY NORTlIBOUl:D LEFT TlIRU P.IGlIT 791 0 100 2800 0 1700 SOUTlillomm LEFT TiIW RIGlIT' 110 0 780 2800 0 1700 VOLUJIE CAPACITY LEIT 421 1500 EASTBOUlW TURU RIGIIT' 875 376 4600 1700 \\'ESTBOuriD LEFT TiIRU RIGlIT 208 960 376 1500 4600 1700 CYCLE LENGTll 120 EFFECTIVE GREEli 130 EB S1 ART UP - YES lID ST AT:T UP - YES HIl\ GREE!~ FOR RAET'S 10 HIN GREE;; FOP C;;;OSS STREET 15 CLEARANCE FOT: EB 4 CLEARA!\CE FOR I\B 4 RIGHT TURN OVERLAPS? YES EB 1m n~ET:t\AL DISTAJ:CE tlAXnnn: SPEED (HPH) ACCELERATION RATE (NPII/SEC) 700 45 6 700 45 6 ***************************************************************************** HOVDlENT v/c ADJ v/c GRED; NB RAHP .282 .258 34 SB RANI' .308 .282 37 EE .280 .256 33 1m .221 .202 26 PHASE noVEl mnT GREEl; CLEAR 1 viE START UP 9 4 2 WE 7 4 3 Hr. & tm RT 2 4 4 NB P.A! 11' 21 4 5 r:TJ STAn UP 9 4 6 En 7 4 7 EB &. SH F.T 9 4 8 SB PJ.llP 24 4 U U...S-8 MURRAY-DUDECK & ASSOCIATES DIA::m:lJ II:TLI~Cilt.:;C[ Tn:ll;C I-95&\,'UOLJ3RIG;!T rm. ','/Elj-\:n6L[~NB-r;n2L All EXIST+DEV+::I+ECC.+rYLO!:+OTHET: PIlT DATE OF COW:TS: 1/7/86 LEVEL OF SERVICE E ~; Sl;TUl\ATIOI: 101 *****~{*:{,***)~*)~***::::** *****):: ~):**~~"'r:**~(*********************~.::~**)~:::::-:*:::C*********:::*~: I!1PUT D/1TA VOLUllE CAPACITY NORTHBOUND LEFT Tm~\J RIClrr 791 0 100 2800 0 1700 SOUI'HBOUliD LEIT TIlRU RIGHT 110 0 780 2800 0 1700 VOLU:,lE CAPACITY LEFT 421 2800 EASTBOUlm TllP.U RIGlIT 875 376 46CXl 1700 v.'ESTBOUND LEFT THf:U RIGHT 208 960 376 1500 4600 1700 CYCLE LEtlGTH 120 En START LT - YES Iml GREEN For; RMlPS 10 ml: GREE;; rOR CJ:()SS STREET CLEAnA/lCE FOR ED 4 P.IGJIT Tm~;: OVERLf.PS? EFFECTIVE GREE~: 130 \,'B STAP-T UP - YES 15 CLEARANCE FOP. 1m YES 4 EB I,m II\TEHJ:AL DISTA!:CE HAXINUH SPEED (HPH) ACCLLERATIOH RATE (tlPIl/SEC) 700 45 6 700 45 6 ****************************************************************************~: MOVEl'lENT v/c ADJ V/C GREEll NB RAllP .282 .256 33 SB RAnI' .377 .342 45 EB .221 .200 26 \om .221 .200 26 PHASE HO\TIfEh'T GREEN CLEAR 1 vil; STAr..T UP 9 4 2 1m 7 4 3 I?B ~, t1L r.T 2 4 4 NIl RA~lP 20 4 5 ED ST Al:T UP 9 4 6 En 7 4 7 EB f, SE J:T 2 4 8 SD RArT 32 4 UU.$' MURRAY-DUDECK & ASSOCIATES llIA!!mm II :'fERCllM:CJ: TIt :ING 1-95 e I:OOLlJJ:1GllT I'm. Pi! EXIST PHT D!.n: OF cou:rrs: 1/7/86 LEVEL OF SERVICE C % SATU~ATION 70 *************::::~J::****::c***~.:*::::~*~.:);t::,::::~*;:~~**:;::*********)J::)::*************::-:~~*********** D1PUT DATA VOLUHE CAPACITY NORTHnOUXD LEFT TIIRlJ RIGIIT 259 0 166 1500 0 1700 SOUTIlBomm LEFT THRU RIGHT 240 0 249 2800 0 1700 VOLUllE CAPACITY EASTBOUND LEFT THRU RIGIIT 246 816 231 1500 3200 1700 v.'ESTBOUND LEFT TJIRU RIGHT 231 790 254 1500 3200 1700 CYCLE LENGTlI 120 EFFECTIVE GREEH 130 EB 5T ART UP - YES I,m START lW - YES HIN GREEN FOR RAHI'S 10 lilN GREEll FOR CROSS STRE!:T 15 CLEARANCE FOR En 4 CLEARA)ICE FOR lID 4 RIGHT TUI~I; OVERLAPS? yr::s En 1m lliTr::m\AL DISTAlICE HAXIHIDl SPEED (~fPlI) ACCELERATION RATE (W'II/SEC) 700 45 6 700 45 6 ***************************************************************************** HQV8lENT V/C ADJ v/c GREll,; NB RAllI' .172 .227 30 SB RAUl' .085 .112 15 EB .255 .335 44 I.'E .246 .324 42 NOTE - TIlE HIli GREEN FOR THE SB RA.'iP viAS ADJUSTED TO ENSlmE A RAllP PHASE PHASE 110\'D lENT G!:EE!'I CLEAR 1 1m START UP 9 4 2 HE 7 4 3 lID & tiE RT 18 4 4 NB RAllP 17 4 5 EB START UP 9 4 6 En 7 4 7 EE & sn RT 20 4 8 51'. rrA~!p 2 4 IJU- ,~ MURRAY-DUDECK & ASSOCIATES DlA!!o::n n;TEI~CllAnGE TIrm:c 1-95 e \!OOu:r.rPIT rm. Pli EXIST + DEV PlIT DATe Of COl!l:TS: 1/7/86 LE\'EL OF SEP-VICE D /~ SATU};ATIOI; 83 **************************************************************************** mpl!T DATA VOLUr :E CAPACITY tiORTIInOm:D LEFT Tlmu RIGI:T 423 0 166 1500 0 1700 SOUTHBOUND LEFT TilEU nIGHT 240 0 413 2800 0 1700 VOLilllI: CAP /,CITY EASTBOUND LEFT TIJI:D RIGJIT 415 872 400 1500 3200 1700 \v'ESTBOUND LEFT TilEU RIGlIT 231 845 254 1500 3200 1700 CYCLE LE1CTH 120 EE START UP - YES Im~ GREEI: FOR R/J1PS 10 NTK GEE!:::'! FOE CROSS STREET CLEARANCE FOR EB 4 RIGHT Tum: OVERLAPS? EfFECTIVE GREE~ 130 \;B START UP - yr:s 15 CLEARANCE FOR VX YES 4 EB vID INTERt;AL DISTAl';CE liAXHIUN SPEED (HPIl) ACCELERATION RATE (tiPE/SEC) 700 45 6 700 45 6 ***************************************************************************** HOVEl lENT v/c ADJ V/C GREEN NB RAHP .282 .310 39 SB RfJ'lP .085 .091\ 14 EB .276 .304 39 F" .264 .290 37 , " NOTE - THE HIN GREEK FOR TIlE SB RAllP WAS ADJUSTED TO ENSURE A RA~;P PHASE rJAm:I!,C - TilT: CREEl; TIllES HAVE tEEN AflJUSTI:D TO REFLECT TilE SPECIfIED Iln:mU)lS PHASE NQVE'1El1T GREEN CLEAR 1 \.'B STAP-T UP 9 4 2 \om 7 4 3 VI. /" I:;:) RT 13 4 4 Nr. RAI!!' 26 4 5 EB ST AJ:T UP 9 4 6 Ef, 7 4 7 En E'. Sf, RT 15 4 8 SB RAI1P 1 II V II - c,~ MURRAY-DUDECK & ASSOCIATES DH::O::D Il;TET:C;,A;:CL Tl;lIl:G I-95el!OOLBI(JGlIT 1m \:/liD2L 1';; EXIST + DEV PlIT DATL or COWl's: 1/7/E6 LEVEL OF SEr.VICE C ;; snU;:ATIO;: 71 .********~~,::*:::*~::~:::*~~::::::*::::::*:::**~:~*::::t.':*:~~::::::*;::***,;:***** ****~Jt***~****~:************** INPlIT DAn VOLlJ.1E CAPACITY NOI:THB0u:m LEFT TEEt.: RIG}IT 423 0 166 2800 0 1700 SOlITtffiOUJ';D LEIT THRU RIGIIT 240 0 413 2800 0 1700 VOLlJ.1E CAPACITY LEFl' 415 1500 EASTDOUlW TllRD RIG1!T 872 400 3200 1700 LEFT 231 1500 HESTBou:m THRU RIGlIT 845 254 3200 1700 CYCLE LDiGTlI 120 ED START UP - YES I,m; GREEt: FO;: RANI'S 10 IlIN GP-EE!; FOI: CROSS STRJ:ET CLEARANCE FOR EB 4 RIGIIT TURN OVERUlPS? EFFECTIVE GREE~ 130 \\'B START UP - YJ:S 15 CLEARAI';CE FOr. HE YES 4 EB 1m It:TEr:NAL DISTA1;CE KUIHlJl.l SPEED (HPH) ACCELERATION RATE (~iPE/SEC) 700 45 6 700 45 6 ***************************************************************************** 1'10VEl ffi!,'T v/c ADJ V/C GREE!1 NE RMIP .151 .194 25 S3 RANI' .085 .110 14 EE .276 .355 46 \':I) .264 .339 44 NOTE - THE HIl\ GTmE~; Far. THE SB RAHP l';AS ADJUSTED TO Et;SURE A RAHP PHASE 1 2 3 4 5 6 7 8 HOVEJJ:NT GREEN CLJ:AR v,rr. START UP 9 4 1.11 7 4 l,'Il & liB TIT 20 4 Nf- RAlII' 12 4 ED STAr-T UP 9 4 EL 7 4 En & SB r.T 22 4 SB RAi:J' 1 4 PHASE uu.,~ MURRAY-DUDECK & ASSOCIATES DlA!IO::lJ It:TI.:I~C:]^]~GT: TII:J lie I-9Stl!OOLnr.rGiIT ED \-.'/1:E2L pt: EXIST+DEV+!I1 1'1:T 1l,\TE OF COUI :T~;: 1/7 / B6 LEVEL or SEr.VICE C i; SKfl.:}HIO:: 74 ****:.::::~:::=~ ~;:):~)::::~*::-:::::::~::-:):~}:::~;.:~::: ::::::):c*t;~~:~~:****",~* ****~(*******)~**t.:*:::****:~'~*:';:**:.~:J::);-:******=::;(:::: mpUT DATA VOLill:E CAPACITY NORTHBOUND LEIT nn:u J:IGIIT 440 0 166 2800 0 1700 SOUTHBomm LEIT TEm' RIGHT 240 0 430 2800 0 1700 VOLilljE CAPACITY EASTBOUND LEIT THI:U RIGHT 451 885 436 1500 3200 1700 \O:ESTBOUND LEFf TllRU RIGHT 231 850 254 1500 3200 1700 CYCLE LENGTH 120 EFFECTIVE GREEN 130 EE . ST M~T UP - YES \'.'E 5T AP.T UP - YES ruN GRED; FOr. RA);?S 10 NIl; CREEl: FOr: CROSS STr:EET 15 CLEAJ:AI;CE Far. EE 4 CLEARAt;CE FOR \,rp, 4 rrrGIlT 'fURl; OVERLAPS? YES En \<'Il INTER::AL DISTAtICE HAXIllilll SPE:::D (rIPII) ACCI:LEEATIOl; RATE (HT'E/SEC) 700 45 6 700 45 6 ***************************************************************************** HOVDiEIIT V/C ADJ V/C GREEK NB RAt;? .157 .194 25 SB RAIll' .085 .105 14 EE .300 .371 48 \..'Jl .265 .328 43 NOTE - TIlE NIN GREEll FOR THE SB RANP HAS ADJUSTED TO ENSURE A RANP PHASE PHASE IlOVE!lE1IT Gl~ED; CLEAR 1 \';11 START UP <;' 4 2 \ffi 7 4 3 \\T. & NB RT 19 4 4 1m RAl IT' 12 4 5 EI3 START UP 9 4 6 ED 7 4 7 EB&. Sf; RT 24 4 8 SB T:AirP 1 4 uu- (,~ MURRAY-DUDECK & ASSOCIATES DrAm;;!) n:n:j:CllANCE Tum:c J -9S:;\;O()Lll~IGllT I:D I.'/::])2L Pi, EXIST+DEV+1ll+BCC.+PYLON PllT DATE or COlJ]:TS: 1/7/86 LEVEL OF SEP.VICE E ~; SHUJ:A TI on 10/1 ******** ~~~~**:::*:~**;":t.::'::)~~'c~:c:):::-::::~)~:~ *:;::::~::::'):c*)~***:;:~=:~ **:~**:i':***::::::*:,':*****)::*****~:* ******** n;PUT DATA vom,j[ CAPACITY NORTllBom;n LEFT TUElJ RIGIIT 628 0 166 2800 0 1700 SOlITllBOmm LEFT TIlRU RIelIT' 240 0 fi18 2000 0 1700 VOLm:E CAPACITY EASTBo:mD LEFT TilRU RIGHT 799 1001 784 1500 3200 1700 ~?ESTBOUlm LEFT TlIIm RIGIIT 231 912 254 1500 3200 1700 CYCLE LENGTH 120 EE START UP - YIS NIl: GRE.EN FOI~ RANPS 10 mI: GREE!'; FOR CTWSS sn:EET CLEARM:CE FOR EB 4 p.IGJ.:r TUI~!': OVEJ~LAPS? EFFECTIVE GP.EEt: 130 1m STAnT L~ - YES 15 CLEAlZA):CE FOR \v'B YES 4 EB I,m n:TERlIAL DISTAI:Cr:: rIAXItlUlI SPEED (lWI]) ACCELEP.ATIOl, P.ATE C lP1I/SEC) 700 45 6 700 45 6 **********~*****~:************************************************************ NB RANP SD P.Al'JP ED ~.'n V/C ADJ v/c GREEK .224 .198 25 .085 .076 14 .532 .472 59 .285 .252 32 HOVENE}:T NOTE - THE }aN GREEN Fon THE S13 RAl!!' \~AS ADJUSTED TO Et:SURE A RAJa' PHASE \i'ARIUNG - TEE GREI]\ Tums HAVE DID: ADJUSTLD TO nEfLECT TIlE SPECIFIED ;.marnnlS 1 2 3 4 5 6 7 8 HOVE!':m:T GREElI CLEAR I~B STAIn' UP 9 4 VB 7 4 \m & ~:B RT 8 4 till RAIIP 12 4 EI} STAP.T UP 9 4 EE 7 4 CD {', sn TIT 35 4 SD RAIJ> 1 II PUASr: U 1/- 'I MURRAY-DUDECK & ASSOCIATES DlA::O;;JJ nrrEi:C!lA:<GE l1.iIl:C: I-95&\WOLUEIG!IT HD \}/:a,[:.EB2L + EBl:\!B6L PI; EXIST+DEV+tn+BCC.+PYLotl PlIT DATE OF COUI ;T~;: 1/7 I 86 LEVEL OF S[!:VICE E % SATU1XIIO;: 89 *~'::****~~>:,*~,**:::~:-:*::':**;":*;~*~~**;::::~*::~;~**;:~*~::~C)\~*;~********* *;~;~***~:)::**~******* ******~::*~* n;PUT DATA VOLU!-lI: CAPACITY NORTIIBOUND LEIT TIIRU f-IGIIT 628 0 166 2800 0 1700 SOlITlIBOUND LEIT TIIRU RIGHT 240 0 618 2800 0 1700 VOLilllE CAPACITY LEIT 799 2800 EASTBOUlW T1iPU RIGlIT 1001 784 4600 1700 \lESTBOmm LEFT TlIRU RIGlIT 231 912 254 1500 4600 1700 CYCLE LENGTH 120 EFFECTIVE GREE~< 130 EE ST!.!:T UP - YES \{B START UP - YES HIN GREEN FOR RAtlPS 10 HIN GP-EEt! FOR CROSS STREET 15 CLEARANCE FOR EB 4 CLEARANCE FOR ~~ 4 P-IGHT TURN OVE?:.LAPS? YES EB HE n:TEltKAL DISTAt,:CE HAxnru;; SPEED (tiPE) ACCELERATIOl: RATE (I ;PJ;jSEC) 700 45 6 700 45 6 *******************~***************************************~::***************** NB RAtlP SB RAtlP EE \\'B VIC ADJ vlc GREEl'1 .224 .231 29 .085 .088 14 .461 .475 61 .198 .204 27 HOVEHENT NOTE - TIlE HIN GREEN FOR THE S13 RANP \IAS ADJUSTED TO ENSURE A RAtlP PHASE WAmm;G - TlIE GPcEE1: TIlliS HAVE BEDI ADJUSTED TO REFLECT THE SPECIFIED 1.:UiItillNS PHASE HOVENEr:T GREEN CLEAR 1 \Jr. ST Ar.T UP 9 4 2 \ffi 7 4 3 \','B &: 1m RT 3 4 4 1m RA.'lP 16 4 5 El, STAET UP 9 4 6 En 7 4 7 EB 6. SE RT 37 4 e SL RAHP 1 4 uu-,: MURRAY-DUDECK & ASSOCIATES DIA: ~Oi;]) II:TELC!:/',;'(;:: THlING I-9S~\-!0()LB!nGI:T I:]) \,; II:I;'\ED2L + r:BI'.\!nGL P;: EXIST+Dr:V+lil+BCC.+PYLOJi+OTlIEl: PHT lJ/,TE OF COW;TS: l/7/et LEVEL or SEEVICE E :; SATU;~ATIm; 100 ********************************:~******************************************* IlIPUT DATA VOLUHE CAPACITY NORTHBOm.:D LEFT TlrRU RIGHT 658 0 166 2800 0 1700 SOL'TIIBOmm LEFT TIIr:U RIGHT 240 0 648 2800 0 1700 VOLlJl ill CAPACITY EASTBOUND LEFT TIInU JUCIIT 976 1059 961 2200 4600 1700 \\'ESTBOUND Lr:FT TIIRU R I GilT 231 922 254 1500 4600 1700 CYCLE LEl;GTIl 120 EFFECTI\'E Gr:EEJ; 130 Ell STAJ~T ill) - YES \:B ST A~T ur - YES 1m; GREEr; FOR R/J';PS 10 11m GREEN FOR CIWSS STEEET 15 CLEARANCE FOI: EB 4 CLEARANCE FOR \-ill 4 IUGET TURN OVEr-LAPS? YES EB \;1]3 IKTERl;AL DISTA;'iCE HAXIHIDl SPEED UlPH) ACCELERATIOlI RATE OIPII!SEC) 700 45 6 700 45 6 *******~:**:::****:;i:***:;c********:~****:::*****~~:r;:***::::*::::***:::*********:~::::~::**::::*:}:**;':****:;::::: 110VEllEln VIC ADJ Vlc GREEN NB RAHP .234 .216 27 SB RAt-lP .025 .078 14 EB .565 .520 .66 WE .200 .184 23 KOTE - TIlE }1m GREEN FOR THE SB RA1IF HAS ADJUSTED TO ENSURE A RAt-IF PHASE WARI\ING - TIlE GP.EEN THlES El,VE BE!::J;' ADJUSTED TO REI1.ECT TIlE SPECIFIED 1fINDfUHS PHASE tlO VEi l1:m GREEl, CLEAR 1 \,'B START UP 9 4 2 \m 10 4 4 t:n J\!',;-T 14 4 5 En START UP 9 4 6 EB 7 4 7 EB & SB RT 42 4 8 SB J{AlIl' 1 4 u u- (,1, MURRAY-DUDECK & ASSOCIATES DIN :O;:D n:TlTCI!MiGr: TIt :HIe; 1-95 & \lOOLm~IGHT rm. All EXIST PlIT DATE OF COUIITS: 1/7/86 LEVEL OF SERVICE B % SATUT:ATIOl: 63 *****************************************************~********************** INPUT DIm. VOUJ:.1E CAPACITY NORTHBOUND LEFT T1lRU RIGIIT 230 0 100 1500 0 1700 sounffiom:D LEFT TIlRU RIGHT 110 0 219 2800 0 1700 VOLlflIE CAPACITY EASTBom:D LEFT THhU RIGIIT 222 810 256 1500 3200 1700 ','ESTBOUND LEFT TIlRU RIGHT 208 772 376 1500 3200 1700 CYCLE LE.~GTH 120 EE START UP - YES fm: GREEtl FOR RANI'S 10 HIN GREEN FOR CROSS STREET CLEAnANCE FOR EB 4 RIGHT TUEN OVERLAPS? EFfECTIVE GP~EK 130 \ffi START UP - YES 15 CLEARAliCE FOR \','B YES 4 ED \-In IlITEI:NAL DISTANCE NAXItnnJ SPEED (HPH) ACCELERATION RATE (~WH/SEC) 700 45 6 700 45 6 ***************************************************************************** NB RAHP SB RAHl' ER 'I'B VIC ADJ V/C GREEli .153 .223 27 .039 .057 14 .253 .368 45 .241 .351 43 NOVEl'lEIIT NOTE - TIlE UIll GREE~; FOR TilE SB RMll' WAS ADJUSTED TO ENSURE A RAUl' PHASE \oiAmaNG - TIlE GREEr: THlES IlA VE BED: ADJVSTED TO REFLECT TIlE SPECIFIED mKII1UNS PIIASr: HOVEI'lENT GREEN CLEAR 1 \!E START UP 9 4 2 HD 7 4 3 \ill ['. liD RT 19 4 4 ND RAHr 1/, 4 5 ED STAP.T UP 9 4 6 ED 7 4 7 EB & sn RT 21 4 0 ("0 Tl A },.m /, v u . ". I MURRAY-DUDECK & ASSOCIATES DlA:lo::n n:TERCIlM:CE TII :mc I-95&.',,'OOLU:IGI!T R1J. \:/D:J ~T zm:E At; EXlST+DLV P1!T D,~TE or COUl~TS: 1/7/86 LEVIL OF SERVICE C /~ SATlJf:ATI01J 68 ** ** ~~ ~~ t;: i.~~: ~~ ~:-:;::~~ *=:= ~;:::: ::::;: * ::~::::;:: :::::: ::: :;:::: :::t.: *:;: ~::j: * ::: ::: * *::G~:::::( j,:* *t,: :~::: :;::::::: :::::: ::::l: =:.::::-: :Jc*:~ :::*:f. ** :::~:;::;:-::}:** :::: *):~ nJrUT DATA VOLUl:r: CAPACITY NORTlIBOmm LEIT TIIRU RIG!:T 288 0 100 1500 0 1700 SOlITlIBOUNlJ LEfT TIIEU RIGHT 110 0 277 2[00 0 1700 VOLUEE CAPACITY LEFT 286 1500 EASTBOUND TlIRU RIGIIT 832 337 3200 1700 l-.1ESTBOUND LEFT T1IRU IUGlIT 208 792 376 1500 3200 1700 CYCLE LE!\GTll 120 Ell STAr:T UP - YES mN GREEt, FOT: RAlIF'S 10 l,:m GEELl: FOR CROSS STREET CLEARANCE FOR EB 4 laGET TUEl: OVERLAPS? EFFECTIVE GREEN 130 UB STArrT UP - YES 15 CLEARANCE FOR \-TB YES 4 EB \\'B nITErr~:AL DISTANCE llAXINUN SPEED nlPlI) ACCELERATIm: RATE (HPH/SEC) 700 45 6 700 45 6 ***********:{:***:::************:::*:~***************~:**:::*****~:****:::;;:*************** NOVEllEl:T V/C ADJ V/C GI~EEK NB RANP .191 .259 32 SB RAHP .039 .053 14 EB .261 .353 43 \\'B .247 .334 41 NOTE - TIlE HIK GREEN FOR TIlE SB RAl1P vIAS ADJUSTED TO ENSURE A RAl'lP PHASE WARNING - TIlE Gj~EEl: TIl:ES IIA VE BEEN ADJUSTED TO REFLECT TIlE SPECIFIED ~m;nZlP.IS PHASE NOVEHENT GREEN CLEAR 1 Wi START UP 9 4 2 WB 7 4 3 \'m &. NIl RT 17 4 4 Nn RMIT' 19 4 5 En BTART UP 9 4 6 En 7 4 7 ED & sn RT 19 4 e Sf, RAt II' 1 4 uu..' MURRAY-DUDECK & ASSOCIATES Dg ;O):!l Il:TLI:CIIA:/Cf. TIl m:c I-95l:\!OOLtEIG!!T RD. \i EXIST 20::E P;; EY.IST+DEV PIlT 1M1T or C011::1'5: 1/7/86 LEVEL or SERVICE D ~; SATlJ]~ATIO): 82 ***** *::::* ** **);':)::***~~**~:~r: ** **:::::::;:.:*::::~:::-::~:::::t,::~::::*****~:****~::::~:**):::*****t.:*:~:::*:7.**~::******** U;PUT DATA VOLlJ:IE CAPACITY NOP.THb0:JND LEVI' TH~l1 RIGIIT 408 0 166 1500 0 1700 SOlITlmOUl :D LEIT TIlED P-IGHT 240 0 398 2800 0 1700 VOLurrE CAPACITY EASTBOUND LEIT TlIRli RIGlIT 378 861 363 1500 3200 1700 k'ESTBOUl:D LITT T111m EIGHT 231 839 25~ 1500 3200 1700 CYCLE LEl;GTll 120 EFFJ::CTIVE GREn; 130 EB START UP - Yr~ \iB S1'AP.T UP - YES NIl; GREn; FOR RM1PS 10 1m; GREE FOR CROSS STP-EET 15 CLEAP.ANCE FOP- EE 4 CLEARAl;CE Fon l.'B 4 RIG!:T TUP-N OVEP-LAPS? YES EB WE DITEE:JAL DISTAl:CE l-1AXI~;U>; SPEED (IlPI!) ACCELEJ~ATIO!: EATE (J1Pl;fSSC) 700 45 6 700 45 6 **************************************************;:************************** !-lOVElIE!IT' vie ADJ vie GRED: NB RA:':P .271 .305 40 SB PJJIP .085 .096 14 EB .269 .302 39 HB .262 .294 38 NOTE - THE NIN GREEtl FOP- THE s13 I:tJl1P \-.'AS ADJUSTED TO ENSURE A RAl-lP PHASE \I'AmIING - TIm Gm:El: TIllES HAVE ELEN ADJUSTED TO REFLECT THE SPECIFIED l1INIIfUHS PJlASE MOVE rn:T GREEN CLEAR 1 \m START UP 9 4 2 \.IE 7 4 3 m: & t:13 RT 14 4 4 NB RAllP 27 4 5 13 ST M~T UP 9 4 (. En 7 4 7 EE &. 51; P-T 15 4 8 Sf P-A!lP 1 4 lJ U- '7 MURRAY-DUDECK & ASSOCIATES Dlti.!;<:UJ Il:'j'J:ECliM;Cr. THaNe I-95I'J,'OOLBr:IClTT Rll',,'/1\E2L 8. EXIST zm:E Pi; EXIST+DEV PlIT DATE or COU;~T;,: 1/7/86 Lr:V!~L OF SEP.VICE C ;: St.TU!:ATIOti 70 *~:**********~:****************~:*********************************~:************ n:PUT DATA VOLUlIE CAP ACITY NORTII~om:D LEFT TIIP.U RIGfIT 408 0 166 2800 0 1700 SOtIT!ffiOUJ:D LF:FT TBRU RIGHT 240 0 398 2800 0 1700 VOLUJIE Cf.PACITY LLFT 378 1500 EASTBomw TlIRU RIGIIT 861 363 3200 1700 HESTBOUND LEFT mp.u RIGHT 231 839 254 1500 3200 1700 CYCLE LENGTH 120 EFFECTIVE GREEi'i 130 ED STAI;T UP - YES \.13 ST Ap.r UP - YES :a:: GT:EEN FOT: RAIIpS 10 IUN GREE1: FOR CROSS ST1;EET 15 CLEARANCE FOR EB 4 CLEARANCE FOR \I'D 4 RIGHT Tum: OVEI:LAPS? YES En \\1B I!\'TERl\AL DISTANCE HAXIHUH SPEED n1PH) ACCELERATION RATE (i-lPJI/SEC) 700 45 6 700 45 6 *****~r*"':~~~}:==;':****::'~:)::*)~*********************************:lc***************:~******* HOVENENT V/C ADJ vlC GREL'I NB RANI' .145 .191 25 SB RAHP .085 .112 15 EB .269 .352 46 \I'B .262 .343 45 NOTE - THE HIN GREEN FOR THE SB RAHp WAS ADJUSTED TO ENSURE A RAHI' PHASE PEASE troVE! ffil IT GP.Eilli CLEAR 1 lID START UP 9 4 2 l,m 7 4 3 \m & NIl RT 21 4 4 1m RA:lP 12 4 5 ~ STAr.T UP 9 4 6 EB 7 4 7 E1~ & SB RT 22 4 8 sn l:A: IT' 2 4 IJ lj" 7' MURRAY-DUDECK & ASSOCIATES CRITICAL ~lOVEHENT ANALYSIS VlOOLERIGIIT RD. & CO)~GRESS AVE. AI,j EXIST. PEAK TRAFFIC DATE OF COUJiTS: 1/27/86 ********************************** LEVEL OF SERVICE A SATURATION 47 CRITICAL N/S VOL 572 CRITICAL E/W VOL 273 CRITICAL Silll 845 ************************************* NORTHBOUND LANE MO\' WIDTII 1 R..12.0 2 T.. 12.0 3 L.. 12.0 4 5 6 LM\E GEDt'jETRY SOUTHBOUND EASTBOUND WESTBOUND HOV \i'IDTH MOV WIDTH MOV \.,rIDTH R. . 12.0 RT. 12.0 R~ . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 L.. 12.0 L. . 12.0 L.. 12.0 TRAFFIC VOLilllES NORTHBOUND SOUTIIBOmm EASTBOUND HESTBOUND LEFT 39 188 3 234 THRU 428 491 27 19 RIGHT 137 4 1 139 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTIlBOUND 5 0 .9 SOUTHBOUND 5 0 .9 EASTBOUKD 5 0 .9 WESTBOUl\D 5 0 .9 PHASING NIS EN PEDESTRIAN ACTIVITY CYCLE LENGTH G/C - N~ & SB THRU GIC - EB & WE THRU THRU -RIGHT LEFT NORTHBOUND 499 91 INPUT VOLUME CAPACITY NEED PHASE? NORTHBOUND 39 469 NO : 1 . NEITHER TURN PROTECTED : 1. NEITHER TURN PROTECfED 1. 0 - 99 (#PEDS/HR) 80 SECmmS : .55 : .34 CRITICAL LANE VOLilllES BY ~lOVE1'lENT SOUTHBOUND 572 438 EASTBOUND 17 3 \o.'ESTBOUND 162 273 LEIT TURN CIIECK SOlJTJ IBOUJ\D 188 532 NO EASTBOUND 3 626 NO WESTBOUND 234 617 NO lJU - 11 MURRAY-DUDECK & ASSOCIATES CRITICAL ~10VDIr:t:T AI;ALYS1S ~OOLBRIGHT RD. & CONGRESS AVE. N1 EXIST.+DEV. PIIT DATE OF COUNTS: 1/27/e6 ********************************** LEVEL or SERVICE C SATURATION 77 CRITICAL N/s VOL 1059 CRITICAL E/w VOL 327 CRITICAL Sill! 1386 ************************************* NORTHBOUND LANE HOV WIDTII 1 R..12.0 2 T.. 12.0 3 L..12.0 4 5 6 LAHE GEO!.IETRY SOlITHBOUND EASTBOUND WESTBOUND NOV WID111 HOV \HDTH MOV "-'IDTH R. . 12.0 RT. 12.0 R. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 L. . 12.0 L.. 12.0 L. . 12.0 TRAFFIC VOLilllES NOR11IBOUND SOUTIlBOUND EASTBOUND \\'ESTBOUND LEFT 39 227 3 281 THRU 428 491 27 19 RIGHT 177 4 1 186 TRUCKS (%) LOCAL BUSES (#/JlR) PEAK HOUR FACTOR NORTHBOUND 5 0 .9 SOUTHBOUND 5 0 .9 EASTBOUND 5 0 . .9 \\TESTBOU}.'!) 5 0 .9 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LENGTH G/C - NE & SB THRU GIC - EB & WE THRU TIiRU -RIGHT LEFT NORTImOUND 499 91 INPUT VOLUME CAPACIIT NEED PHASE? NORTllnoUND 39 469 NO : 1. NEITHER TURN PROTECTED : 1. NEITHER TURN PROTECTED 1. 0 - 99 (#PEDS/HR) 80 SECONDS : .55 : .34 CRITICAL LANE VOLU~lES BY t-10VF11E},'T SOUTllnOUND 572 1059 LEFT TURN CHECK SOUTHBOUND 227 532 NO EASTBOUND 17 3 \\'ESTBOUND 217 327 EASTBOUND 3 626 NO \l,l[STBOUND 281 617 NO .. uu.. 7~ MURRAY-DUDECK & ASSOCIATES ClUTICAL NOVEflE~IT AtIALYSIS WOOLBRIGHT RD. & CONGRESS AVE. AN EXIST.+DEV.+H1 PHT DATE OF COUNTS: 1/27/86 ********************************** LEVEL OF SERVICE C SATURATION 67 CRITICAL N/S VOL 815 CRITICAL E/W VOL 339 CRITICAL SUB 1154 ************************************* LANE NORTHBOUND ~10V WIDTH LANE GEmlETRY SOUTHBOUND EASTBOUND ~10V HIDTH NOV \.;rDTH WESTBOUND tlOV \-:IDTH 1 2 3 4 5 6 R.. 12.0 T.. 12.0 L.. 12.0 R.. 12.0 T.. 12.0 L. . 12.0 RT.12.0 T.. 12.0 L.. 12.0 R.. 12.0 T.. 12.0 1.. 12.0 TRAFFIC VOLill1ES NORTHBOUND SOUTHBOUND EASTBOUND \\'ESTBOUND LEFT 39 258 3 291 TIIRU 428 491 27 19 RIGHT 207 4 1 196 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 5 0 .9 SOlITHBOUHD 5 0 .9 EASTBOUND 5 0 .9 WESTBOUND 5 0 .9 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LENGTH G/C - NB & SB THRU G/C - EE & \I'll TP.RU :2. HEAVIEST TURN PROTECTED : 1. NEITHER TURt: PROTECTED 1. 0 - 99 (#PEDS/HR) 80 SECOlmS : .44 : .3 CRITICAL LANE VOLillfES BY NOVE1!ENT NORTIIBOUKD ,SOUTHBOUND EASTBOUND \\'ESTBOUND THRU -RIGHT 499 572 17 228 LEFT 91 316 3 339 LEFT TURN CHECK NORTHBOUND SOlITllBOUND EASTBOUND WESTBOUND INPlIT VOLUHE 39 258 3 291 CAPACITY 304 367 566 557 NEED PHASE? NO N/A NO NO Vf)--13 MURRAY-DUDECK & ASSOCIATES CRITICAL l'lOVDlE!~T ANALYSIS WOOLBRIGHT RD. & Cm;GRI:SS AVE. AN EXIST .+DEV .+H1+BCC+PYL01; PITT DATE or com:TS: 1/27/86 ********************************** LEVEL OF SERVICE C SATURATION 76 CRITICAL ~:/S VOL 927 CRITICAL E/W VOL 373 CRITICAL Silll 1300 ************************************* LANE NOP.TIlBOUND NOV \{IDTH 1 2 3 4 5 6 R.. 12.0 T.. 12.0 L.. 12.0 LANE GEONETRY SOUTHBOUND EASTBOLmD ~lOV WIDTt:! MOV "'IDTI! R.. 12.0 T.. 12.0 L.. 12.0 RT. 12.0 T.. 12.0 L.. 12.0 \o.'ESTBOUND HaV WIDTH R.. 12.0 T.. 12.0 L.. 12.0 TRAFFIC VOLUMES NORTIlBOmm SOUTHBOUND EASTBOUND \o.'ESTBOUND LEFT 39 350 3 320 THRU 428 491 27 19 RIGHT 299 4 1 225 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTIIBOUND 5 0 .9 SOUTHBOUND 5 0 .9 EASTBOUND 5 0 .9 WESTBOUND 5 0 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTIl G/C - NB & SB THRU G/C - EB & HB THRU THRU -RIGHT LEFf NORTHBOUND 499 91 INPUT VOLilllE CAPACITY NEED PHASE? NORTIlBOUND 39 304 NO :2. HEAVIEST TURN PROTECTED :1. NEITHER TURN PROTECTED 1. 0 - 99 (#PEDS/HR) 80 SECONDS : .44 : .3 CRITICAL LANE VOLUMES BY MOVEHENT SOUTHBOUND 572 428 EASTBOUND 17 3 \o.'ESTBOUND 262 373 v.'ESTBOUND 320 557 NO LEFT TURN CHECK SOUTHBOUND 350 367 N!A EASTBOUND 3 566 NO l/(/-7~ MURRAY-DUDECK & ASSOCIATES CEITICAL NOVE!'IEl\T ANALYSIS WOOLBRIGJIT RD. & CONGRESS AVE. AN EXIST .+DEV .+Hl+BCC+PYLON+OTHER PHT DATE OF COUNTS: 1/27/86 ********************************** LEVEL OF SERVICE E SATURATION 95 CRITICAL N/S VOL 1084 CRITICAL E/W VOL 557 CRITICAL Sill! 1641 ************************************* NORTIIBOUND LANE HOY IHDTH 1 R.. 12.0 2 T.. 12.0 3 L..12.0 4 5 6 LMm GEmlETRY SOUTHBOmm EASTBOlTh'D "'ESTBOUND MOV WIDTH HOV l'>'IDTIl HOV IHDTIl R.. 12.0 RT. 12.0 R. . 12.0 T.. 12.0 T.. 12.0 T. . 12.0 L.. 12.0 L. . 12.0 L.. 12.0 TRAFFIC VOLUHES NORTHBOUND SOUTHBOUND EASTBOUND \\'"ESTBOUND LEFT 39 433 3 478 THRU 475 547 27 19 RIGHT 395 4 1 349 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTIIBOUND 5 0 .9 SOUTHBOUND 5 0 .9 EASTBOUND 5 0 .9 WESTBOUND 5 0 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH G/C - NB & SB THRU G/C - EB & WB THRU THRU -RIGHT LEFT NORTImOUND 554 91 INPUT VOLilllE CAPACITY NEED PHASE? NORTHBOUND 39 248 NO :2. HEAVIEST TURN PROTECTED :1. NEITHER TURN PROTECTED 1. 0 - 99 (#PEDS/IIR) 80 SECQilnS : .44 : .3 CRITICAL LANE VOLilllES BY ~IOVE1'lENT SOUTIlBom:D 638 530 EASTBOUND 17 7 WESTBOUND 407 557 LEIT TURIl CHECK SOUTIlBOUND 433 320 N/A EASTBOUND 3 566 NO lI'ESTBOUND 478 557 NO v/)- If' MURRAY-DUDECK & ASSOCIATES CRITICAL IlOVEr:!]:T A~jALYSIS \.JOOLBRIGIlT RD. & CONGRESS AVE. UlPROVED All EXIST .+DEV .+m+BCC+PYLON+OTIIER P}IT DATE Of COm:TS: 1/27/86 ********************************** LEVEL OF SERVICE C SATURATIO~ 67 CI~ITICAL N/S VOL 738 CRITICAL E/W VOL 407 CRITICAL SUN 1145 ************************************* LANE GEm:ETRY NORTIIBOm;D SOUTHBOUND EASTBOUND \o,'ESTBOUND LANE NOV \ !lDTI I tlOV HlDTH NOV \:IDTH NaV \HDTH 1 R.. 12.0 R.. 12.0 RT. 12.0 R.. 12.0 2 T.. 12.0 T.. 12.0 T. . 12.0 T. . 12.0 3 T. . 12.0 T.. 12.0 L. . 12.0 L. . 12.0 4 L. . 12.0 L. . 12.0 1.. 12.0 5 L. . 12.0 6 TRAFFIC VOLUllES NORTlIBOU~D SOUTHBOUND EASTBOUND WESTBOUND LEFT 39 433 3 478 TIIRU 475 547 27 19 RIGHT 395 4 1 349 TRUCKS (%) LOCAL BUSES (ff/llI:) PEAK HOUI: FACTOR NORTHBOUND 5 0 .9 SOUTHBOUND 5 0 .9 EASTBOUND 5 0 .9 lo.'ESTBOUND 5 0 .9 PHASING N/S :2. HEAVIEST TURN PROTECTED E/W :1. NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY 1. 0 - 99 (#PEDS/HR) CYCLE LENGTII : 80 SECONDS GIC - NB & SB THRU : .44 GIC - EB & WB THRU :.3 CRITICAL LANE VOLUMES BY HOVEMENT NOI:THBOUND SOUTHBOUND EASTBOUND \\'ESTBOUND THRU -RIGHT 460 335 17 407 LEFT 91 278 7 292 LEFT TURN CHECK tmI:T1lBOmm SOUTHBOUND EASTBOUND w'ESTl'.Omm INPlIT VOLID-IE 39 433 3 478 CAPACITY 248 320 566 557 NEED PHASE? NO N/A NO NO VV"'7' MURRAY-DUDECK & ASSOCIATES CI:JTICAL tIOVErlE:JT A!\f.LYSIS \~OOLBP.IGl:T RD. & COl:GRESS AVE. P;'~ EXIST. PET DATE or COUl:TS: 1/27/86 **** **~,**************~,******>:,**** * LEVEL OF SERVICE C SATURATION 75 CRITICAL N/S VOL 998 CRITICAL E/W VOL 294 CRITICAL sml 1292 ************************************* LANE NORTHBOUND MOV WIDTH LANE GED:-lJ:,lRY SOUTHBOUND EASTBOUND NOV mDTH mv \'.'IDTH WESTBOUND MOV HIDTH 1 2 3 4 5 6 R.. 12.0 T.. 12.0 1.. 12.0 R.. 12.0 T.. 12.0 L.. 12.0 RT. 12.0 Too 12.0 L.. 12.0 R.. 12.0 Too 12.0 L.. 12.0 TRAFFIC VOLUNES NORTHBomID SOUTHBOUND EASTBomm \\'ESTBOUND LEFT 29 194 64 252 THRU 653 527 62 21 RIGHT 192 7 8 161 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 5 0 .9 SOUTHBOUND 5 0 .9 EASTBOUND 5 0 .9 WESTBOUND 5 0 .9 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LENGTH G/C - NB & SB THRU G/C - EB & WB THRU :2. HEAVIEST TURN PROTECTED : 1. NEITHER TURN PROTECTED 1. 0 - 99 (#PEDS/HR) 80 SEcmms : .44 : .3 CRITICAL LANE VOLlJ}ffiS BY MOV~ffiNT NORTHBOUND SOUTBBOD/m EASTBmnm \.T::STBOUND THRU -RIGHT 761 614 42 187 LEFT 67 237 74 294 LEYI' TURN CHECK NORTHBOUND SOUTIIBOUND EASTBOUl:D \..'ESTBOUND INPUT VOLUME 29 194 64 252 CAPACITY 268 142 564 515 NEED PHASE? NO No/A NO NO I/V"1~ MURRAY-DUDECK & ASSOCIATES Cf:ITICAL HOVE,'II'.t:T AI:hLYSI~; \~OOLBRIGHT RD. & CONGRESS AVE. PH EXIST.+DE\'. PIIT DATE OF COllNTS: 1/27/86 ********************************** LEVEL OF SERVICE E SATUltATION 91 CRITICAL N/S VOL 1133 CRITICAL EN VOL 424 CRITICAL SUM 1557 ************************************* 1 R..12.0 2 T.. 12.0 3 Loo 12.0 4 5 6 LM:E GEOl'!ETRY SOUTHBOUND EASTBOUND v.'ESTBOUND HOV "-'IDTIl MOV \-"IDTH MOV WIDTH R.. 12.0 RT. 12.0 R.. 12.0 T. . 12.0 T. . 12.0 T. . 12.0 L.. 12.0 L. . 12.0 L. . 12.0 NORTIlBOUND LAl\"E MOV "'IDTI! TRAFFIC VOLUHES NORTHBOUIW SOUTHfiOUND EASTBOUND \.mSTBOUND LEFT 29 304 64 364 THRU 653 527 62 21 RIGHT 302 7 8 273 TRUCKS (%) LOCAL BUSES ( # /HR) PEAK J:OUR FACTOR NORTIlBOUND 5 0 .9 SOUTHBOUl\D 5 0 .9 EASTBOUND 5 0 .9 "'ESTBOUND 5 0 .9 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LENGTI-I G/C - NB & SB THRU G/C - EB & WE THRU :2. HEAVIEST TURN PROTECTED :1. NEITHER TURN PROTECTED 1. 0 - 99 (#PEDS/HR) 80 SECO!iDS : .44 : .3 CRITICAL LANE VOLUHES BY HOVENEr:T NORTHBOmm SOUTH130mm EASTI30mm \\'ESTBOUND THRU -RIGHT 761 614 42 318 LEFT 67 372 74 424 LEFT TURN CHECK NOIaHEOUND SOUTHBOUND EASTBOUlm \ffiSTBOUND INPUT VOLUME 29 304 64 364 CAPACITY 268 142 564 515 NEED PHASE? NO N/A NO NO VU-7i MURRAY-DUDECK & ASSOCIATES CI:ITICAL HOV8!EWr A!U.LYSIS \'IOOLBRIGlIT RD. & CO!JGlmSS AVE. IHI'IWVED PN EXIST.+DEV. PlIT DATE OF COU!iTS: 1/27/86 ********************************** LEVEL OF SERVICE A SATURATION 53 CRITICAL N/S VOL 594 CRITICAL E/W VOL 318 CRITICAL sm: 912 ************************************* LANE GEO~lE'TRY NORTIIBOUl\D SOUTHBOUND EASTBOUND WESTBOUND LA},'E HOV \I'I DTII Il0V tTID'n1 ~JOV wIDTH MOV \{IDTII 1 R.. 12.0 R. . 12.0 RT. 12.0 R. . 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 T.. 12.0 T. . 12.0 L.. 12.0 L. . 12.0 4 L.. 12.0 L. . 12.0 L.. 12.0 5 L. . 12.0 6 TRAFFIC VOLUNES NORTHBOm:D SOUTHBOUND EASTBOUND HESTBOUND LEFT 29 304 64 364 THRU 653 527 62 21 RIGHT 302 7 8 273 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUl; FACTOR NORTHBOUND 5 0 .9 SOUTHBOUND 5 0 .9 EASTBOUND 5 0 .9 WESTBOUND 5 0 .9 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LENGTIl G/C - NB & SB THRU G/C - EB & \{B THRU :2. HEAVIEST TURN PROTECTED : 1. NEITHER TURN PROTECTED 1. 0 - 99 (#PEDS/HR) 80 SECOI\DS : .44 : .3 CRITICAL LANE VOLUHES BY HOVDfENT NOTITHBOUND SOUT!mOU!JJ EASTBOUND \\'ESTBOUND THRU -RIGHT 399 322 42 318 LEFT 67 195 74 222 LEFT TURN CHECK NORT] mOUND SOlm mOll ND EASTBOUliD \.'ESTBOUND INPUT VOLUHE 29 304 64 364 CAPACITY 268 142 564 515 NEED PHASE? NO N/A NO NO vv...z MURRAY-DUDECK & ASSOCIATES CI:ITICAL IIOVE11m;T Al;nYSIS WOOLBRIGHT RD. & CONGRESS AVL. IHPROVEIJ Pi'l EXIST .+DI:V .+t!1 PIIT DATr: OF COUrTS: 1/27/86 ********************************** LEVEL OF SERVICE B SA1~RATION 56 CI\lTICAL N/S VOL 597 CRITICAL EN VOL 361 CRITICAL Slll'l 958 ************************************* LAN E GEOtlETRY NORTIlBOUND SOUTHBOm:D EASTBOUND WESTBOUKD LANE NOV \,'IDTI1 HOV \\IDTII ~lO\T \HDTH MOV WIDTH 1 R. . 12.0 R. . 12.0 RT. 12.0 R.. 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 T. . 12.0 T.. 12.0 L.. 12.0 L. . 12.0 4 L. . 12.0 L. . 12.0 L. . 12.0 5 L. . 12.0 6 TRAFFIC VOLUNES KORTIlBOUl:D SOUTHBOUND EASTBOUND \':ESTI\OUND LEFT 29 310 64 401 THRU 653 527 62 21 RIGHT 308 7 8 310 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTIfBOmW 5 0 .9 SOUTHBOUKD 5 0 .9 EASTBOUND 5 0 .9 ~'ESTBOmm 5 0 .9 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LENGTIf G/e - NB & SB THRU G/C - EB & "~ THRU :2. HEAVIEST TURN PROTECTED :1. NEITHER TURN PROTECTED 1. 0 - 99 (IIPEDS/IIR) : 80 SECOXDS : .44 : .3 CRITICAL Li'.tiE VOLUNES BY NOVEHENT NOImmOUND SOl;THBOUND EASTBOUND \,'ESTBOUND THRU -RIGHT 399 322 42 361 LEFT 67 198 149 245 LEIT TURN CHECK N OIm mOUND SOUTHDOUIW I:ASTBOUND \','ESTDOUND INPUT VOLilllE 29 310 64 401 CAPACIIT 268 142 5()4 515 NEED PHASE? NO N/A NO NO UU-8 ~ MURRAY-DUDECK & ASSOCIATES C!;JTJCAL }lOVE; iEt:T M:ALYSIS WOOLBI;WIT RD. & CONGf.ESS AVE. nrPROVED P}j EXIST .+DE\' .+m+BCC+PYLm: PIIT DATT: or COUl:TS: 1/27/86 ********************************** LEVEL or SERVICE C SATURATION 67 ClunCAL N/S VOL 664 CI;ITICAL E/W VOL 487 CRITICAL Sill'l 1151 ************************************* LANE GEO~lETRY r\ORTHBOUKD SOUTHBOUND EASTBOUl:D \-;'ESTBOUND LAKE NOV WIDTH NO\' \-.'IDTII NOV \HDTll HOV UIDTH 1 R.. 12.0 R. . 12.0 RT. 12.0 R.. 12.0 2 T. . 12.0 T. . 12.0 T.. 12.0 T.. 12.0 3 T.. 12.0 T. . 12.0 L. . 12.0 L.. 12.0 4 L. . 12.0 L. . 12.0 L.. 12.0 5 L.. 12.0 6 NOr.TIlBOUlm TRAFFIC VOLUl'lES sounmOU!:D EASTBomm I,'ESTBOUND LEFT TIiRU RIGHT 29 653 367 368 527 7 LOCAL BUSES (f!/I!R) o o o o 64 62 8 510 21 418 NORTIil30UND SOL'THBOUND EASTBOUND \o.'ESTBOmm TRUCKS (%) 5 5 5 5 PEAK 1I0UR F ACTOl~ .9 .9 .9 .9 PHASING N/S E/I: PEDESTRIAN ACfIVITY CYCLE LENGTIl GIC - NB & SB THRU GIC - EE & \o.TB TURU :2. HEAVIEST TURN PROTECTED : 1. NEITHER TURN PROTECTED 1. 0 - 99 (#PEDS/HR) : 80 SECOKDS : .44 : .3 CRITICAL LAlm VOUMES BY MOVENE!\'T NORTHBOUND SOlmmOUND EASTBOUND \o.'ESTBOUND THRU -RIGHT 428 322 42 487 LEFT 67 236 149 312 LEIT TURN C!lECK NOP-TEDOUND SOUTliBOUND EASTBOlJKD \mSTDOUND INPUT VOLlJNE 29 368 64 5]0 CAP ACITY 2(,8 142 564 515 NELD PHASE? NO NIl, NO NO I/V-g MURRAY-DUDECK & ASSOCIATES CRITICAL tlO\'EliE1:T M:ALYSIS WOOLBRIGHT RD. & Cm:G}:ESS AVE. IHPROVED Pi; EXIST .+DEV .+H1+I3CC+PYLON+OTllER PHT DATE OF COUJ\TS: 1/27/86 '********************************** LEVEL OF SERVICE E SATURATION 91 CRITICAL t:/S VOL 962 CRITICAL Ell! VOL 596 CRITICAL Silll 1558 ****::::******i,(************************* LANE GEOr:ETRY NORTllBOUKD SOlITHBOUND EASTBOUND WESTBOUND LA~E HOV \HDTIJ t.;oV lJIDTlI HO\' \'!IDTH tl0V \HDTII 1 R.. 12.0 R. . 12.0 RT. 12.0 R.. 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 T. . 12.0 T. . 12.0 L. . 12.0 L.. 12.0 4 L.. 12.0 L. . 12.0 L. . 12.0 5 L. . 12.0 6 TRAFFIC VOLUI-:ES NORTHBOUND SOUTH130U!,,]) EASTBOUKD \-.'ESTBOUND LEFT 29 510 64 619 THRU 715 579 62 21 RIGHT 545 7 8 511 TRUCKS (%) LOCAL BUSES (# /HE) PEAI~ HOUR FACTOR NORTIIBOUND 5 0 .9 SOlITHBom:D 5 0 .9 EASTBOlffiD 5 0 .9 \1.'ESTBOmm 5 0 .9 PHASING N/S :2. HEAVIEST TURN PROTECTED EN : 1. NEITHER TURK PROTECTED PEDESTRIAN ACTIVITY 1. 0 - 99 (#PEDS/HR) CYCLE LENGTIl : 80 SECOlmS G/C - NB & SB THRU : .44 GIC - EB & I.m TilRU :.3 CRITICAL LAt!E VOLUHES BY HOVEtffi]o.,'T tWRTIIBOUND SOUT! 1130Dt\!) EASTr.om:n VESTBOUND THRU -RIGHT 635 354 42 596 LEFT 67 327 149 379 LEFT TUm: CHECK NOr..THBOUND SOlITIlBOUND EASTBOUND "''ESTBom:D INPUT VOLIDfE 29 510 64 619 CAPACITI' 216 80 564 515 NEED PHASE? NO t;1 A NO YES u v- K~ MURRAY-DUDECK & ASSOCIATES CRITIC/.L ~IOVE1-mNT M;ALYSIS \:OOLB. RD.+CO:;G. AVE. I1lPI:OVElJ+20;~P.TOE PH EXIST .+DEV .+Hl+BCC.+PYLOt:+OTHER PIIT DATE or COm:TS: 1/27/86 ********************************** LEVEL OF SERVICE C SATURATIm~ 76 ClUTrCAL N/S VOL 835 CRITICAL E/~ VOL 477 CRITICAL Silll 1312 ************************************* NORTHBOUND LAnE HOV \HDTH 1 R.. 12.0 2 T.. 12.0 3 T..12.0 4 1.. 12.0 5 12.0 6 12.0 NORTHBOUND LEFT THRU RIGHT NORTHBOur;D SOUTHBOUlm EASTBOUND \<.'ESTBOmm TRUCKS (%) 5 5 5 5 PHASING N/s EN PEDESTRIAN ACTIVITY CYCLE Lm~GTII G/c - NB & SB T1UW G/C - EB & \<m T1{RU 29 715 436 LANE CEO: :ETRY SOUTlIBOUllD EASTBOm:D 1<.'ESTBOUND HOV \.:ID'Ill HOV I:IDTII 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 L. . 12.0 12.0 L. . 12.0 12.0 12.0 12.0 TRAFFIC VOLIDIES SOUTIlBOill:D EASTBOUND \\'ESTBOUND 510 64 579 62 7 8 619 21 409 LOCAL BUSES (#/IlR) o o o o PEAK HOUE FACTOR .9 .9 .9 .9 :2. HEAVIEST TURN PROTECTED : 1. I,LITlIER TIJRN PROTECTED 1. 0 - 99 (#PEDS/lIIc) : 80 SEcm:DS : .44 : .3 CRITICAL LANE VOLlJ}:ES BY HOVEJ1El\'T r~QjmlBOUND SOUTHBomm EASTBOUKD w~sTBourm T1IRU -RIGHT 508 354 37 477 LEFT 67 327 149 379 LEFT TIJRN CIIECK NOImmOUKD SOUT] lBOlJlm EAsTHourm \-.'ESTHOUND INPUT VOLIDlE 29 510 64 619 CAPACITY 209 0 155 515 NEED PHASE? NO N/A NO YES V lj..i: MURRAY-DUDECK & ASSOCIATES CP-ITICAL 110VL:'lEliT A!iALYSIS WOOLB. RD. &CONG . AVE. EXIST. zmiE AN EXIST.+DEV. PHT PATE OF coums: 1/27/86 ********************************** LEVEL OF SEI:VICE B SATURATION 6S CRITICAL N/S VOL 774 CRITICAL EN VOL 343 CRITICAL Sill I 1117 ***************************:::********:~ NORTIlBOUND LANE mv UIDTI! 1 R.. 12.0 2 T.. 12.0 3 L.. 12.0 4 S 6 NOP-THBOUND LEFT THRU RIGHT 29 428 174 TRUCKS (%) 5 5 5 5 NORTHBOUND SOlITHBOmm EASTBOUND \-.'ESTBOUND PHASING N/S E/t' PEDESTRIAN ACTIVITY CYCLE LENGTlI G/C - NB & SB THRU G/C - EB & ,.m TIlRU LANE GEO:IETRY SOlITllBOUND EASTBOm1D \.,Tf,STBOUND HOV \-!IDYll tlOV \H DTI I tlOV ,-n DTI I R.. 12.0 RT. 12.0 R.. 12.0 T. . 12.0 T.. 12.0 T. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 TRAFFIC VOLilllES SOlITllOOmm EASTBOU::D '\'ESTBOUND 225 491 4 LOCAL BUSES (#/HP-) -0 o o o 3 27 1 294 19 199 PEAK HOUR FACTOR .9 .9 .9 .9 :2. HEAVIEST TURN PROTECTED :1. NEITHER TURN PP.OTJ::CTED 1. 0 - 99 (#PEDS/HR) 80 SECONDS : .44 : .3 CRITICAL LAliE VOLilllES BY 1l0VEHEI\T NORTHBOUND SOU11mOUND EASTBOUND \,'ESTBOUlm THRU -RIGHT 499 572 17 232 LEFT 67 275 3 343 LEFT TURN CIIECK NOP-TIIBOUND SOUTIIBOUlm EfISTBOUND HESTBOUHD INPUT VOLill1E 29 225 3 294 CAPACITY 304 367 566 557 NEED PHASE? NO N/A tlO NO U 1/'" 1'1 ,.--,-- MURRAY-DUDECK & ASSOCIATES CRITICAL NOVn:EJ:T AJU.LYSIS \~OOLB.lm.&C01\G.AVE. EXIST .ZOllE M1 EXIST .+DEV .+N1 PI:T DATE OF COUlITS: 1/27/86 ***********~********************** LEVEL or SERVICE C SATURATIOK 68 CF.ITICAL t,/S VOL 812 CRITICAL EN VOL 354 CI:ITICAL Sill-i 1166 ************************************* LANE NORTHBOUND ~lOV \iIDTH LAJ\E GEOllETRY SOlITIInOUl\D EASTBOmW 110V \>'ID111 ~:OV HIDTll HESTBomw mv \iIDTI! 1 2 3 4 5 6 R.. 12.0 T.. 12.0 L.. 12.0 R.. 12.0 T.. 12.0 1.. 12.0 RT. 12.0 T.. 12.0 L.. 12.0 R.. 12.0 T.. 12.0 L.. 12.0 NORTJIBOUh'D TRAFFIC VOLUMES SOlITlmOUl,D EASTBOUND \\'ESTBOmm LEfT TIIP..U RIGHT 29 428 204 256 491 4 LOCAL EUSES (#/!lR) o o o o 3 27 1 304 19 209 NORTHBOUND SOlITIIBOmm EASTBOUND \\'ESTBOUND TRUCKS (%.) 5 5 5 5 PEAK HOUT: FACTOR .9 .9 .9 .9 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LENGTII G/C - NB & SB THRU G/C - EB & UE TlIRU : 2. HEAVIEST TURt, PROTECTED : 1 . NEITHER TURN PROTECTED 1. 0 - 99 (#PEDS/HR) : 80 SECOJ:DS : .44 : .3 CRITICAL LAKE VOLUHES BY NOVE-lENT NORTHJ30UKD SOUTIlBOmm EASTBOUND I\'ESTBOUND THRU -RIGHT 499 572 17 243 LEFT 67 313 3 354 LEfoT TURll CHECK NORTlmOmm SOlITlInOUND EASTBOUJ,D \I'ESTDOUND INPlIT VOLIDIE 29 256 3 304 CAPACITY 304 367 566 557 NEED PHASE? NO N/A NO NO U tJ -,~ MURRAY-DUDECK & ASSOCIATES CrITICAL IlOVEiEl:T AI;ALYSIS HOOLB.RD.&CmJG.AVE. EXIST .ZOliE AN EXIST .+DEV .+m+BCC.+PYLOI! PllT DATE OF COUKTS: 1/27/86 ********************************** LEVEL or SERVICE C SATURATION 76 CRITICAL N/S VOL 925 CRITICAL EN VOL 388 CRITICAL Sm1 1313 ************************************* 1 R.. 12.0 2 T.. 12.0 3 L..12.0 4 5 6 LANE GEOtlETRY SOlITHBOUND EASTBOUl1D \\'ESTBOUND NOV \7IDTlI mv \':IDTH NO\' \VIDTH R.. 12.0 RT. 12.0 R.. 12.0 T.. 12.0 T. . 12.0 T. . 12.0 L.. 12.0 L. . 12.0 L.. 12.0 NORTIIBOUlm LANE MOV IHDTlI TRAFFIC VOLilllES NORTIIBOUlffi SOUTHDOmm EASTBOUKD ~JESTBOUND LEFT 29 348 3 333 Tl1RU 428 491 27 19 RIGIIT 296 4 1 238 TRUCKS (i,) LOCAL BUSES (f /IIR) PEAK HOUR FACTOR NORTHBOUND S 0 .9 SOUTHBomm 5 0 .9 EASTBOUND S 0 .9 UESTBOUND 5 0 .9 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LENGTIl G/C - NB & 5B THRU G/C - EB & \ID TIIRU :2. HEAVIEST TURN PROTECTED : 1. liEITHER TURN PROTECTED 1. 0 - 99 (#PEDS/HR) : 80 SECOl'iDS : .44 : .3 CRITICAL LAtm VOLUHES BY NOVEllENT NORTHBOUND SOUTHBOUND EASTBOUND \\'ESTBOurID TIIRU -RIGIlT 499 S72 17 277 LEFT 67 426 3 388 LEFr TURN CHECK NORTllDOUND SouTlmour;D EASTBOUliD \'Il:STBOUI,D H;PUT VOLilllE 29 348 3 333 CAPACITY 304 367 566 557 NEED PHASE? NO N/A NO NO VIJ - g~ MURRAY-DUDECK & ASSOCIATES ClGTICAL JiOVCIE1:T A!~^LYSIS \.;OOLB. RD .l::CmiG. AVE. EXI ST . ZOl:r:: All EXIST .+DEV .+t:l+BCC.+PYLON+OTIIER PIIT Df.TE or conrr~: 1/27/86 ********************************** LEVEL OF SERVICE E SATURATION 96 ClUTICAL N/S VOL 1081 CRITICAL EN VOL 572 CRITICAL SlJ.'l 1653 ************************************* 1 R.. 12.0 2 T.. 12.0 3 L.. 12.0 4 5 6 LMiE GE01'TI'RY SOUTIIBou;m EASTBOmm \.JESTBOUND }IOV \:IDTIl NOV \lIDTI: NOV WIDTH R.. 12.0 RT. 12.0 R. . 12.0 T.. 12.0 T. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 NORTIIBOmm LAm: mv PIDTl [ TRAFFIC VOLUtlES NORTHBomw SO~TIl30m:D EASTIlOUND \:ESTBomiD LEFT 29 431 3 491 TllRU 475 547 27 19 RIGHT 392 4 1 362 TRUCKS (%) LOCAL BUSES (if; IIlr.) PEAK POUR FACTOr. NORTHBOUl\D 5 0 .9 SOUTHBOUND 5 0 .9 EASTBOUND 5 0 .9 \\'ESTBOUND 5 0 .9 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LEt:GTII GIC - NB & SB THRU GIC - EB & \'.13 TlIRU :2. HEAVIEST TURK PROTECTED :1. NEITHER TURK PROTECTED 1. 0 - 99 (tPEDS/IIR) 80 SECONDS : .44 : .3 CRITICAL LANE VOLUHES BY MOVEi'IENT NORTHBOUND SOUTiIBOUKD EASTBOUl:D HESTI30UND THRU -RIGllT 554 638 17 422 LEFT 67 527 7 572 LEIT TURN CHECK NORTHBOUND SOUTlmomm EASTBOUND UESTBOUND INPUT VOLill-1E 29 431 3 491 CAPACITY 2413 320 56(, 557 NEED PHASE? NO t:/A NO NO V 11- '" J MURRAY -DUDECK & ASSOCIATES cr~rnC!lL I;OVElEr:T !I)IALYSIS WOOLB.RIJ.&Cm;G.AVI:. EXIST .ZOliE I'I/IHPJWVE AI: EXIST ~+DEV .+Nl+BCC.+PYLO!'I+OTHER PHT DATE OF COl.n:TS: 1/27/86 *** *)::*~~*~::~:~*~:~*****:'.:**********):.:~":**~~':~ LEVEL OF SERVICE C SATUEATION 67 CRITICAL !'I/S VOL 733 CRITICAL EN VOL 422 CRITICtL S~: 1155 ***** ********>:=*,,';*)'r=*********)'r:** ***** ** LWE GEO! rETRY NORTHBOUND SOL'TEBOrnm EASTBOU1\D WESTBOUf:D LANE llO\' I!IDTl j llOV I'IIDTH liD\' \iIDTiI NOV WIDTlI 1 R. . 12.0 R.. 12.0 RT. 12.0 R. . 12.0 2 T.. 12.0 T.. 12.0 T. . 12.0 T. . 12.0 3 T.. 12.0 T.. 12.0 L.. 12.0 L.. 12.0 4 L.. 12.0 L. . 12.0 L. . 12.0 5 L. . 12.0 6 NORTHBOUND LEFT THRU RIGl;T NORTIlEOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (~;) 5 5 5 5 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LENGTIl G/C - NE 8. SD TIIP.U G/C - EE & I,m THRU 29 475 392 TRAFFIC VOLill!ES SOUTHBOUHD EASTBOU!\D h'ESTBOUfID 431 547 4 491 19 362 3 27 1 LOCAL BUSES (#/HR) o o o o PEAK EOUR FACTOR .9 .9 .9 .9 : 2. ilEA VIEST Tum; PROTECTED : 1. NEITHER TURJ: PROTECTED 1. 0 - 99 (#PEDS/llR) 80 SEcm;DS : .44 : .3 CRITICAL LANE VOLUHES BY HOVEHE!H THRU -RIGHT LEFT Nor:Tl!BOUND 457 67 INPUT VOUNE CAPACITY NEED PII!lSE? NOI~TIlBOUND 29 248 NO SOUTllnom:l> EASTBOUND t'J:STBOUND 335 17 422 276 7 300 LEFT TURN CHECK SOUTIIl30UI:D EASTDOUND liESTnOUND 431 3 491 320 566 557 N/A NO NO uV-(B MURRAY-DUDECK & ASSOCIATES CkITlCAL !lOVR'in:T A!iALYSIS \lOOLB.RD &. CO;~G.AVE. EXIST ZOliE PlI EXIST.+DI:V. PIIT DATE OF COUl:TS: 1/27/86 ********************************** LEVEL OF SERVICE D SATURATION 88 CRITICAL K/S VOL 1121 CRITICAL EI\! VOL 396 CRITICAL Silll 1517 *******************:(~*:;~**~~':<::*::-:~~*******~~ LMiE NORTHBOUND HOV \~IDTH 1 2 3 4 5 6 R.. 12.0 Too 12.0 L.. 12.0 NORTHBOUt:D LEFT THRU RIGHT 29 653 292 TRUCKS (%) 5 5 5 5 NORTIlBOUND SOlITHBOUND EASTBOUND WESTBOUND PHASING N/S E/Ii PEDESTRIAN ACTIVITY CYCLE LENGTH GIC - NB & SB THRU GIC - En & \m TIlRU TIIRU -RIGHT LEn' NOl~THBOUlm 76] 67 INPUT VOLU:'lE CAPACITY NEED PHASE? llORTIIiJOUl'.'D 29 268 1;0 LAlm GEO:lETRY SOlITHBOUND EASTBOUND IIOV \iIDTH 110V II'IDTI! R.. 12.0 Too 12.0 1.. 12.0 RT. ] 2 . 0 T.. 12.0 L.. 12.0 \\'ESTBOUND m\' I>:IDTH Roo 12.0 Too 12.0 Loo 12.0 HESTBOUlW 340 21 249 PEAK HOUR FACTOR .9 .9 .9 .9 \','I,STBOUND 290 396 I:ESTBOUND 340 515 NO TRAFFIC VOLUlIES SOUTIl130UND EASTBOUllD 294 527 7 64 62 8 LOCAL BUSES (fIIlR) o o o o :2. HEAVIEST TURN PROTECTED : 1. ImITEER TUR!; PROTECTED 1. 0 - 99 (#PEDS/HR) 80 SECOI:DS : .44 : .3 CRITICAL LAKE VOLUl1ES BY HOVElEJiT SOUTIlBOUKD 614 300 EASTBou:m 42 74 LEIT TURN CHECK SOUTllwm:D 294 142 NIA EASTBOL'IW 64 564 NO U U-1~ MURRAY-DUDECK & ASSOCIATES CUTlCAL ljO\'e;Ei:T Ar:ALYSI~; v!OOLD. RD.&CONG.A VE. EXIST .ZONL WDD'P.OVE PI'; EXIST .+Dr:V. PlIT DATE OF COUNTS: 1/27/86 *~~~::***** ,~*:~*******~~*****::~****i,,**** LEVEL or SER\'ICE A SATUP-ATIOI'1 51 CiunCAL N/S VOL 587 CRITICAL E/w VOL 290 Cl;ITICAL SIDl 877 ************************************* LA:~E GEO;,JETRY NORTHBOUND SOL'TIlBOUND EASTBOUND WESTBOUND LAl'.TE HOV \';IDl1 I mv \';IDl1! Il0V HIDT): NOV mDTI! 1 R.. 12.0 R. . 12.0 RT. 12.0 R. . 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 T.. 12.0 T. . 12.0 L. . 12.0 L.. 12.0 4 L. . 12.0 L. . 12.0 L.. 12.0 5 L. . 12.0 6 TRAFFIC VOLUllES NORl1mOUl\IJ SOUTHBOUND EAST&iUl:D \.'ESTBOUND LEIT 29 294 64 340 THRU 653 527 62 21 RIG!!T 292 7 8 249 TRUCKS (%) LOCAL BUSES (tIBR) PEAK lIOUR FACTOR NORTHBOUND 5 0 .9 SOUTHBOUND 5 0 .9 EASTBOUND 5 0 .9 \o,'ESTBOUND 5 0 .9 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LENG111 G/C - Nt & SB THRU G/c - Ell & HB TIlRU :2. HEAVIEST TURN PROTECTED : 1. KEITHEH TUR}i PROTECTED 1. 0 - 99 (#PEDS/HR) 80 SECO:iDS : .44 : .3 CRITICAL LANE VOLill:ES BY NOVEllENT NOJ:THi\OUND SOllTilBOUlill EASTBOUND \'.'ESTOOUND TIIRU -RIGHT 399 322 42 290 LEFT 67 188 74 207 LEFT TURN CHr:CK NORTImOmm SOUTimOUl:D EASTBOUI:n HESTnOUND mPllT VOLUHE 29 294 64 340 CAPACITY 268 142 56L; 515 },EED PHASE? 1\0 N/A t;O NO VU-10 MURRAY-DUDECK & ASSOCIATES cr:ITICAL !"iOVEi:ENT M;I.LYSIS \IOOLB.RD.&Cor;G.AVE. EXIST.Zm:r: \1/IlfPROVE PH EXIST .+DEV .+m PIIT DATE or COUl,TS: 1/27/86 ****);:***:::***;::~~******** *>::*;l:*~:,,'c****)~ LEVEL OF SERVICE A SATURATIm: 53 CRITICAL N/S VOL 591 CRITICAL E/W VOL 322 CRITICAL Sill1 913 *******:~:::********************~~******* LAn: CEO; rETRY NORTIIBOUND SOlITHBOU!W EASTBOUND h'ESTBOUND LANE tlOV \"IDTH Ha\' \;rnTIl NO\' \lIDTll 11Q\' \-O'IDT]] 1 R. . 12.0 R. . 12.0 RT. 12.0 R.. 12.0 2 T.. 12.0 T.. 12.0 T. . 12.0 T. . 12.0 3 T.. 12.0 T. . 12.0 L. . 12.0 L.. 12.0 4 L.. 12.0 L. . 12.0 L.. 12.0 5 L. . 12.0 6 NOI:THBOUND TRAFFIC VOLUHES SOUTHBOL'lID EASTBOill\D \,'EST130illi'D LEFT THRU RIGHT 29 653 301 300 527 7 64 62 8 366 21 276 NORTIlBOUND SOUTHBOUND EASTBOUND \,'ESTBOUND TRUCI:S (%) 5 5 5 5 LOCl'.L BUSES (t /HI:) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S E/\..' PEDESTRIAN ACTIVITY CYCLE LE!;GTII G/C - tlB & SB TIlP.U G/C - EE & \If. THRU :2. HEAVIEST TURN PROTECTED : 1. NEITHER TUn:; PROTECTED 1. 0 - 99 (#pI:DS/lln) 80 SEcm:DS : .44 : .3 CRITICAL LAl;E VOLlf.fES BY NO\'ElIENT NO]mmOU~;D smm:BOmm EASTBOln:D \,r;,:STBourm nmu -RIGIIT 399 322 42 322 LEIT 67 192 74 224 LEIT TURN C!lECr NORTIlBOUlID SOlJTJlBOm;D EASTBOUJ'\D WESTDOUl\D INPlIT VOLUlIE 29 300 64 36() CAPACITY 268 142 564 515 NEED PllASr:? NO Il/A NO NO V/J -94 MURRAY-DUDECK Ie ASSOCIATES Cr~ITICAL !jO\'E.';r::::T A!:ALYS1S HCXJLI:. RIJ.t:.CO::C. AVE. EXIST .ZO~;r:: \.'/HlPI:OVE Pi: EXIST.+DEV.+!:l+ECC.+rYLW PIIT DATE OF CQU!iTS: 1/27/86 **********;~~:~**********~':*):~*~;: **::;;~":**:::- LEVEL OF SERVICE B SATURATIOK 64 CI:ITICAL I:/S VOL 649 CRITICAL E/Ii VOL 448 CRl TICAL sm: 1097 ************************************* LArE GLO: jETRY NORTIIBOUl:D SOUTIIBom:D EASTBOUKD \-.'ESTBOUND LANE NOV \{IDTE ~;ov \'.rIDTIl I'JOV \.'lDTtI HOV mDTH 1 R.. 12.0 R.. 12.0 RT. 12.0 R.. 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 T. . 12.0 T.. 12.0 L.. 12.0 L.. 12.0 4 L. . 12.0 L. . 12.0 L. . 12.0 5 L.. 12.0 6 !WRTlmOUl\D TRAFFIC VOUNES SOUTHBOUl:D EASTBOUl:D I.'ESTBoutm LEFT THRD RIGHT 29 653 360 358 64 474 527 62 21 7 8 384 NORTHBOUND SOlITIlnOmm EASTBOUl:D HESTBOUKD TP.UCKS (%) 5 5 5 5 LOCAL BUSES (I' /IlR) PEAl: HOUR FACTOR o .9 o .s o .9 o .9 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LEKGTlI G/C - NB & SB TlffiU G/C - En & WB THRU :2. HEAVIEST TURN PROTECTED : 1. NEITHER TURK PROTECTED 1. 0 - 99 (#PEDS/HR) 80 SECOKDS : .44 : .3 CRITICAL LAn VOLilllES BY HOVEIffiNT NORTJ:BOUND SOUTIlEOUt:D EASTI30Ul;D \_'ESTnOmm THRU -RIGHT 420 322 42 448 LEIT 67 229 149 290 LEFT TURN C!lECK NOP.TllnOUl:D SOUTHBOUND [ASTBOUlID \'ESTBOUIm INPUT VOLlr.!E 29 35(; 64 474 CAPACITY 26g 1'12 564 515 NEED PHASE? NO N/A NO NO VII-9 MURRAY-DUDECK & ASSOCIATES CRITICAL I:O\'EilEl;T A);ALYSIS \oJOOLD. RD.&.CONG. A VI. EXIST .ZO;;r. \!/IllPIWVE PH EXIST .+DEV .+lil+BCC.+PYLOl~+OTHER PlIT l1ATI~ OF COmJTs: 1/27/86 ********************************** L[VEL OF SERVICE D SATURATION 87 CRITICAL N/S VOL 948 CRITICAL Ell,' VOL 556 CRITICAL Sill: 1504 ***********)~:c:;********):~***********~~*** LAl,'I: GEO:rr:TRY NORTIlBOUJ,'D SOUTllBOUND EIlSTBOUND \\'ESTBOUND LANE HOY I!IDTll NOV l:IDTII IlOV t'IDTII }lOV \nDTII 1 R. . 12.0 R.. 12.0 RT. 12.0 R.. 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 ., T.. 12.0 T.. 12.0 L.. 12.0 L. . 12.0 oJ 4 L. . 12.0 L. . 12.0 L. . 12.0 5 L.. 12.0 6 1~(mTHBOm,D TRAFFIC VOLmmS SOUTHBOm:D EASTBOU@ \\ESTBOUND LEFT TIlRU RIGHT 29 715 538 500 579 7 64 62 8 583 21 477 NORTIIBOUlID SOUTHBOUND EASTBOUND vmSTBOUND TRUCKS (%) 5 5 5 5 LOCAL DUSES U/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LENGTIl GIC - NB & sn THRU GIC - EB & \om THRU :2. 1lE/.YIEST TURN PROTECTED : 1. NEITHER TURN PROTECTED 1. 0 - 99 (#PEDS/HR) 80 Sr:CO::DS : .44 : .3 CRITICAL LM:E VOLmms BY 11OVE.\IEI,T Nor~TlmoUlm SOUTJ!BOUlID EASTBOUND l:ESTBOUtm TlIRU -RIGHT 627 354 42 556 LEIT 67 321 149 356 LE?T TURN CHECK NOI:TEBOUND SOUTlILOUl,Tl EASTBOUND ur::STJ\om;n INPUT VOLUJIE 29 500 64 583 CAPACITI 216 80 5b4 515 NEED PHASE? NO NIA NO YES vtJ-'1J MURRAY-DUDECK & ASSOCIATES CRITICAL flO\'Ellli!n AI:ALYSI S \.'OOLB. &Co;;c;. LXISTZO::1: IIlPEOV+2C:J:TOi: P;l EXIST .+Dr:V .+rH+BCC.+PYLOI;+OTlIER PIIT DATE OF COUI:TS: 1/27/86 * *::< **~,:~ ):~ ,~* ;';*:',:: ~l:; '::*::: **~~ ::~::~*~:>:~ ***:::*:~::-- *::= LLVLL OF Sr:.TIVICE C SATURATIOIi 74 ClUnC!,L IUS VOL 822 CRITICAL EN VOL 445 CRITICAL sun 1267 **::~ )~*'::**::::~:::::~::::;::::*********i,~::-:**********~: LA!:E GEO! :ETRY liORTIIBOUND SOUTlIBOmm EASTBOmm \~'ESmOUND LANE tlO\' \-.'IDTIl HOV \ImTI] IIO\' \-!IDTI] 110\' \(!DTlI 1 R.. 12.0 R.. 12.0 RT. 12.0 R. . 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 T. . 12.0 T. . 12.0 L.. 12.0 L.. 12.0 4 L. . 12.0 L. . 12.0 L. . 12.0 5 L. . 12.0 6 NORTHBOUND TRAFFIC VOLUNES SOlJTlIr,OUlW EASTBOUND ",rESTBOUHD LEFT THRU RIGHT 29 715 430 500 579 7 64 62 8 583 21 382 NOP.THBOUND SOUTllnOUKD EASTBOUND HESTBOUND TRUCKS (%) 5 5 5 5 LOCAL BUSES (fi/IIP') o o o o PEAK HOLT: FACTOR .9 .9 o .J .9 PHASING N/S EN PEDES TRIAl: ACTIVITY CYCLE LENGTH G/C - NB &: SB THRU G/C - ED & h~ THRU :2. HEAVIEST TURN PROTECTED : 1. NEITlIEE ITRlI PROTECTED 1. 0 - 99 (#PEDS/IlP') : 80 SECO: :DS : .44 : .3 CRITICAL LA}.'E VOUJ:IES BY HOVEl-lENT NORTlInOUKD SOu]llf,(1~l!m EASTBOmm \:E~TBOU!m TlIRU -RIGHT 501 354 42 445 LEIT 67 321 149 356 LEFT TIJm; GIECK NORTliBOUND SOUTllEOli!1D L\STBOUl1D \,'E~TBOUND INPUT VOLUHE 29 500 64 583 CAPACITY 216 80 564 515 NEED PHASE? y;o N/A 1m YES U V-1: MURRAY-DUDECK & ASSOCIATES CRITICAL 110\'DlEI:T A!':ALY~;IS IvOOLB. f,SEACP.EST A1; EX! ST. PIIT DATE OF COm:TS: 1/23/86 ******~*************************** L[\,[L OF SERVICE B SATURATIOt: 55 CRITICAL N/S VOL 522 CRITICAL EN VOL 387 CRITICAL sur: 909 ********* ****~::::***:;::;';:;:~***:::***:::::~*~~*:~:;';:*~: LAII NORTIlBOUND ~lOV liIDTH LA~:E GE0i'1ETRY SOUTHBOUND EASThOm:D mv liIDTI! HOV I!IDTE \,!ESTBOUND NOV liIDTIl 1 2 3 4 5 6 RT. 12.0 T.. 12.0 L.. 12.0 nT.12.0 T.. 12.0 L.. 12.0 RT. 12.0 T.. 12.0 L.. 12.0 RT. 12.0 T.. 12.0 L. . 12.0 IWRTIlKlUl'J) TRAFFIC VOLUHES SOUTllDOUl\D EASTBOUl:D I.'ESTBOUND LEFT TETID P.IG!IT 215 188 35 91 325 103 56 272 233 70 366 21 v o o PLAK Houn FACTOR .9 .9 .9 .9 NORT"tIBOUND SOUTHBOUND w.~!DVUNlJ m:STBOUND TRUCKS (%) 5 5 5 5 LOCAL BUSES (4i /1:T~) o PHASING H/S EN PEDESTRIAN ACTIVITY CYCLE LE1.;GTH G/C - NB ['. SB TIIP-U G/C - EB & '.m Tm~u :4. :4. l. : 100 SEcmms : .3 : .34 PlYfH TURJ.:S pnOTECTSD nITTI' OVERLAP) BOTH rum:s PROTI:CTED niITH OVEPLI,P) o - 9q (HEllS/EP.) Cl:ITICAL LA1:r. VOLlTIfT'.S BY JIOV1~~;r:J:'r 1m;; THBOUl'; D SOL'TlmOlJKD F.ASTI:OUl]; I:ESTBOUIW Trnm -nIGHT ]35 2<;9 3D? 7% LEFT 763 111 6(; 85 LI:IT TUP~; rJlFn: J:O]?1'lmOUJ~D SOUTEBom:D EASTf,OUl:D \'~STDOUND \'OLUllf. 2]5 Sl 56 70 TNPUT 767 ] ilC) r.:'.r AnTY 1 ()( :n} N/ f. N ~ t:/ II N/II t:1:.ED PIli-Sr.? (/ V"1~ ,. MURRAY-DUDECK & ASSOCIATES CRITICAL 1-10\T:': :ET A~;ALYSlS HOOLD.&SEACREST Ml EXIST.+DEV. PlIT DATE OF COlH:TS: 1/23/86 ****************************:~****~: LEVEL or SERVICE B SATURATIO~ 50 CRITICAL N/S VOL 525 CRITICt.L EN VOL 400 CRITICAL sm: 925 *:~***~: **=}:**;':** ****:::~**::::::***~:**t.;***~:t.:;'t* LAI~E NORTHBOUND HOV \'TIDTH LANE GEO:lETRY SOUTHBOUND EASTBOmiD !';OV \nDTIl !;OV KIDTII \i'ESTBOmm HOV \..TIDTIl 1 2 3 4 5 6 RT.12.0 T.. 12.0 L.. 12.0 RT. 12.0 T.. 12.0 1.. 12.0 RT. 12.0 T.. 12.0 1.. 12.0 RT. 12.0 T.. 12.0 1.. 12.0 TRAFFIC VOLUl1ES rWRTIIBOUKD SOUTIlBOUND EASTBOUf{D h'LSTBOrn:D LEFT 217 91 58 70 THP.U 188 325 292 382 RIGHT 35 105 235 21 TlmCl~S (%) LOCAL BUSES U /IlR) PEAK HOUR FACTOR NORTHBOmm 5 0 .9 SOUTHBOUND 5 0 .9 EASTBOUND 5 0 .9 v.'ESTBOUND 5 0 .9 PHASING N/S E/w PEDESTRIAN ACTIVITY CYCLE LEl:GTIi GIC - tlB & SB THRU G/C - EB & HE THRU :4. BOTH TURNS PROTECTED (WITIl OVERLAP) : 4. BOTH TURI:S PROTECTED (HIm OVErrLAP) 1. 0 - 99 (#PEDS/HR) 100 SECONDS : .3 : .34 ClunCAL LAI;E VOLUl'iES BY mVD.rr:J1T NORTHBOUND SOUTJIBOUrm EASTBOUND \o.'ESTBOUND THRU -RIGHT 135 260 315 245 LEFT 265 III 71 85 LEFT TURN CHECK NOlmlROm:D SOUTImOm:D EASTBom:D \n:STDOUND INPUT VOLUllE 217 91 51:: 70 CAPACITY 164 371 251 127 I\EED PHASE? NIA NIA NIA N/A IJU'" , MURRAY-DUDECK & ASSOCIATES CRITICAL liOVnlD:T MiALYSIS \,'OOLH. tSEACREST **~:***************************~:*** AJj EXIST .+DEV .+m PIIT DATE OF CDUnS: 1/23/86 ' LE\'f,L or SERVICE n SATURATIO;; 5(> CRITICAL N/s VOL 529 CRITICAL EN VOL 401 CRITICAL SUlI 930 *** **),":********* ***********~~*~i:-*******~.: LMm NORTIIBOUND 1101,7 l!IDTH 1 2 3 4 5 6 RT. 12.0 T.. 12.0 L.. 12.0 NO~TliDOUlm LEFT TIlRU RIGHT 219 188 35 NORTHBOUND SOUTIlBOUKD EASTBOUND \-lESTBOUND TRUCJ:S (%) 5 5 5 5 PHASING ti!S EN PEDESTRIAN ACTIVITY CYCLE Lm: GTl I GIC - NB & SB TllRU G I C - Ell & \,'B TIlP.U LANE GEO,iETRY SOlITllBOU@ EASTBom:D NO\' \nDTI] NOV \lIIDTll HEST130UND HOV \-:IDTII RT. 12.0 T.. 12.0 L.. 12.0 RT. 12.0 T.. 12.0 Loo 12.0 RT. 12.0 T.. 12.0 1.. 12.0 TRAFFIC VOLUHES SOUTiIBomm EASTBOUXD \-:ESTBOUKD 91 325 107 LOCAL BUSES (tiER) o o o o 70 394 21 59 292 236 PEAl: !lOUR FACTOR' .9 .9 .9 .9 BOTIl TURNS PROTECTED (\\lITH OVERLAP) EOTll TUm:s PROTECTED (lnT!! OVERLAP) o - 99 (#PEDS!HR) CRITICAL LA;,:[ VOLUHES BY NOVUrEt,'T NORTHBOUND SOUTIlBOU!ffi EASTBom:D i':ESTBOUND TIlRU -RIGIlT 135 261 316 253 LEFT 268 111 72 85 LEFf TUm: ClIECl: NOp.TimClUND S01lTllJ:OUI:D EASTBOUND \:E~;T130UND INPUT VOLilllE 219 91 59 70 CAPACITY 162 371 239 126 NEED PHASE? KIA t:/A N/A KIA I/O""'! MURRAY-DUDECK & ASSOCIATES CiunCAL 1,:0\T1:E1;T At:ALYSIS \IOOLB. &SEA CREST All EXIST .+DEV .+~n+BCC.+PYLON PlIT DATE OF COUt:TS: 1/23/86 ********************************** LEVEL or SE](V!CE n SATURATIm: 58 CRITICAL N/S VOL 547 CRITICAL E/W VOL 417 cr:ITICAL sm; 964 *************:::**):~*:::~*****************~~ LANE NOP.TIIBOUND 1I0V \>:IDTH LANE GE01IETRY SOUTHBOUND EASTIlOUND HOV VIDTI: tlOV tTIDTH HESTBOUND MOV \.JIDTIl 1 2 3 4 5 6 RT. 12.0 T.. 12.0 L.. 12.0 RT. 12.0 Too 12.0 1.. 12.0 RT. 12.0 T.. 12.0 Loo 12.0 RT. 12.0 T.. 12.0 1.. 12.0 TRAFFIC VOLlnn:S NOp.TIIBom:D SOUTHDOU!\'D EASTBOU:-D "iESTBOmm LEFT 229 91 62 70 TIlRU 188 325 316 473 RIGHT 35 117 239 21 TRUCKS (7.) LOCAL nUSES (#/llE) PEAK HOUr. fACTOR NORTIlBOUND 5 0 .9 SOUTIIl30UND 5 0 .9 EASTBOUlm 5 0 .9 \<,'ESTBomm 5 0 .9 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LENGTII G/C - NIl & SB THRU G/C - EB & HB THRU :4. BOTIl TURKS PROTECTED ".,TITIl OVERLAP) :4. BOTII TURNS PROTECTED (HIT!: OVERLAP) 1. 0 - 99 (UPEDS/IIR) : 100 SECOXDS : .3 : .34 CRITICAL LAnE VOLmms BY NOVEHr::ITf IwrmmO\J:m SOUTlmOUlm EASTBomm FESTBOU!:D TllRU -RIGlIT 135 267 332 301 LEFT 280 III 75 85 LEIT TURN CHECK tWP.TIIBOUND SOI'TIInOUlm Ef.STDom:n ".'ESTEom:D n:PUT VOLillm 229 91 62 70 CAPACITY 152 371 160 99 NEED PHASE? ti/ A N/A t,/ A N/A VU"'1 r MURRAY-DUDECK & ASSOCIATES cr:ITICAL I:OVr::-ll,):T AJ:ALYSIS \!OOLB.tSI:./'.CREST gl EXIST .+DEV .+N1+BCC.+PYLON+OTIlER PIIT DATE OF COU~TS: 1/23/86 ********************************** LEVEL or SEP-VICE B SATURATION 59 CRITICAL ~/S VOL 556 CRITICAL E/~ VOL 422 CRITICAL SUl! 978 ~************************************ LAI:E NORTIrBOUliD Imv t'IDTI1 LAlit GEOt'lETRY SOUTIIBOUND EASTBOm:D !lOV IJIDTI: !lOV \nDTH WESTBOUND fl0V \\'IDTH 1 2 3 4 5 6 RT. 12.0 T.. 12.0 1.. 12.0 RT. 12. 0 T.. 12.0 L.. 12.0 RT. 12.0 T.. 12.0 L.. 12.0 RT. 12.0 T.. 12.0 1.. 12.0 !WRTHBOUlW TRAFFIC VOUTIlES SOUTHBOUND EASTBOUlW 1':ESTEOm\D LEFT TIlRU RIGHT 234 188 .35 91 325 122 63 323 240 70 516 21 NORTIlBOUND SOUTHBOUND EASTBOUND HESTBOUND PHASING N/s EN PEDESTRIAN ACTIVITY CYCLE LEI:GTIl GIC - tiB & SB TlffiU GIC - EE & 1m TImu TRUCKS (%) 5 5 5 5 LOCAL BUSES (t..IHR) o o o o PEAK HOUr..,FACTOR .9 .9 .9 .9 BOTH TURKS PROTECTED (HITI! O\'ERLAP) BOTI! TUR!JS PROTI:CTED (lnTI1 OVERLAP) o - 99 (#PEDS/HR) CRITICAL LAI:I: VOLUHES BY 1l0VEllEIIT NORTl:BOUND SOUTIIYJOUl:D EASTBOUND HI:STnOmiD TIlP.U -RIGlIT 135 270 337 328 LI:fT 286 111 77 85 LEFT Tumi CHECK NOJ:nmomm SOUTl,Bom:D EASTBOVND m:'STBOUND INPUT VOLU:>lE 234 91 63 70 CAPACITY 147 371 117 91 NI:EJ1 PHASE? !l/A I\! A 'KIA N/A LJu-q. ,. MURRAY-DUDECK & ASSOCIATES cr:ITICAL ! ;O\'r.J :C:T N:ALYSIS I';OOLB. &SLACItEST ********************************** P:,I EXIST. PHT DATE OF COU:;TS: 1/23/80 LEVEL or SETInCE D SATUr.ATIm: 80 Cr.ITICAL H/S VOL 652 CRITICAL E/I; VOL 668 CRITICAL SUi~ 1320 *******~~**~I:)'r*****)~::J::*~:*******:'r******** NORTI!BOUND LANE HOV \lIDTH 1 RT. 12.0 2 T.. 12.0 3 L. . 12.0 4 5 6 NORTlmOUlm LEFT THRU RIGET 337 437 160 NORTI!BOmm SOUTEBomm EASTBOUND \.;r::STBomm TRUCKS 0';) 5 5 5 5 PHASING N/S E/v! PEDESTRIAI~ ACTIVITY CYCLE LENGTH G/C - Nt & SB THRU G/C - EE G. HB THRU LANE GEO; lETRY SOlITHBOU1:D EASTBOm;D \\'ESTBOUHD NO',' HIDTlI HOV I-:IDTI; !lOV v!IDTH RT. 12.0 RT. 12.0 RT. 12.0 T. . 12.0 T. . 12.0 'l' 12.0 ... . . L. . 12.0 L. . 12.0 L. . 12.0 TRAFFIC VOLUtlES SOlITlIBOUND EASTBOUJ-:n l."ESTBOUl\D 109 299 98 138 534 277 131 718 103 LOCAL BUSES (#/HP.) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 BOTH TUlms PROTECTED (\nTII OVERLAP) BOTH TURNS PROTECTED (\;ITlI OVEj~LAP) o - 99 (#PEDS/HR) CRITICAL LAH VOLmlLS BY NOVill1ENT WRTlmomID SOUTIIlXJUlill EASTBOUl:D \;ESTOOUND TlIRU -RIGHT 360 240 488 499 LEIT 412 133 169 160 LEFT TUP.!; CHECK l;QrrllBOUND SOLTTm.om:D EASTBOln:D \''ESTPOm,D DiPUT VOUnlr: 337 109 138 131 CAPACITY 197 0 0 0 NEED PHASE? N/A N/A N/A N/A lJu../oc r MURRAY-DUDECK & ASSOCIATES cunCAL liO\'E!;El:T A::ALYSIS I!OOLn.e.SEAcrm~,T 1,'/20~~r.TOr. P;j EXIST .+DEV. PIIT DATE or COtl!TS: 1/23/86 ***********************:~*********~: LEVEL OF SERVICE D SATIlr.Anot! 81 CRITICAL :l!S VOL 651 CRITICAL E/t' VOL 689 CRITICAL SUI 1340 **~:*",,:****~;:*~:~::~;.:*~::***~::** **~::*:<:****:.::****::: LAl!E NORTtIBOUlm rlOV I!I])TI! 1 2 3 4 5 6 RT. 12.0 T.. 12.0 1.. 12.0 I:OJ;TlIBOU@ LEFT TlIRU RIGHT 343 437 128 TP.UCKS (%) 5 5 5 5 NORTHBOUND SOUTI!HOUND EASTBOUND WESTBOUND LA::E GEO: ;crRY SOUTiIBOU;;D EASTBOUND l'iOV \!IDTI! NO\' \:IDTlI RT. 12.0 T.. 12.0 L.. 12.0 RT. 12.0 T.. 12.0 1.. 12.0 ...n:.STBOUJ:D NO\' I.'IDTI! RT. 12.0 T.. 12.0 L.. 12.0 \!ESTBOmm 131 761 82 PEAl: HOUR FACTOR .9 .9 .9 .9 PHASING N!S EN PEDESTRIAl: ACTIVITY CYCLE LE!'iGTlI G/C - NB & S13 Tm:u G!C - ED & VB THRU :4. BOTH TURl:S PROTECTED (I.;ITll OVERLAP) : 4 . BOTlI TURJ:S PROTECTED (I:ITII OVI:RLAP) 1. 0 - 99 (#PEDS/HR) 100 SECO;;DS : .3 : .34 THP.U -RIGIlT LEFT lW;:TIE..OU;:D 342 420 INPUT VOLUHE CAPACITY NEED PHASE? 1\01 ITi lBOUl:D 343 212 1:/ A TRAFFIC VOLUHES SOUTIlBOUl:D EASTBomm 109 299 83 144 578 227 \,,'ESTWl::m 513 160 \,'ESTBOm;D 131 o K/A LOCAL BUSES (f !Im) o o o o CRITICAL LAl:E vounlES BY tlOVElfEIH SOGT1I;iOUlm 231 133 EASTBomm 486 176 LEFT TURJi CHECK SOllTI!nOUt\J1 109 29 ::/A EASTJ\Omm 144 o r./A vv...,,, r MURRAY-DUDECK & ASSOCIATES Cl;ITICAL ~lC)\'L: :[;:T A':J.LYSIS h'OOLB.&SE/\CI:E~T \,;/20~o'nOl; P:-j EXIST .+DEV .+Ja PIIT DATE OF COU::TS: 1/23/B6 ********:~~~*~:~~:*****~;************** L[rEL or SERVICE D SATURATIor: 82 CRITICAL N/s VOL 651 CRITICAL E/I: VOL 693 CUTICAL sm 13l;.4 **;;.:******t,~**;}:~I:********;~;:-:**~~),;:;::**:::*~, **~~ LAKE nORTImou:;) NOV I:IDTII LA):E GEOlffiTRY SOUTIlJ30mm EASTBOUND r:ov I.'InTI] liOV ,",'IDTI: h'E:,TBOmm nov t'IDTII 1 2 3 4 5 6 P..T. 12.0 T.. 12.0 1.. 12.0 P.T. 12.0 T.. 12.0 L.. 12.0 RT. 12.0 T.. 12.0 L.. 12.0 RT. 12.0 T.. 12.0 L.. 12.0 tWRT;mClUl:D TRAFFIC VOLUN[S SOUTliBOmID EASTBOU!:D t'ESTBOrND LEFT TERU RIGHT 343 437 128 109 299 83 145 589 228 131 766 82 NORTHBOUND SOUTlmomm EASTBomm \','ESTBOUIlD T1:UCl:S (%) 5 5 5 5 LOCAL BUSES (ir/lm) o o o o PEAK ROU!i FACTor; .9 .9 .9 .9 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LEl,GTl! G/C - NB & SB THRU GIC - EB [" liB TiiRU :4. BOTII TURNS PROTECTED (I..'ITI! OVERLAP) : 4. BOTI! TURI,S PROTECTED (\.'ITIl OVERLAP) 1. 0 - 99 (f.PEDS/IIP.) 100 SEcm;DS : .3 : .34 CRITICAL LA~;E VOLilllES BY I!OVI:'IT:NT NOlmmOUND SOUTHr.omm EAsnou:m \!I:STROUHD TIlRU -RIGIlT 342 231 493 516 LEFT 420 133 177 160 LEFT TURN CIIECI: NOr.Tl~IlOUl:D SmJTm~OUJm I:ASTBom:D \.'LSTnOD:m n;PUT VOLUllE 343 109 145 131 CAPACITY 212 29 0 0 NEED PHASE? N/A r./A N/A 11/ A tJU- I";' MURRAY-DUDECK & ASSOCIATES Ci:ITICAL ;'jOVI..::ir.:::T A::ALY:oIS \<.'OOLn. &SEACEEST \:!2(J~J~Tor: P:l EXIST.+DEV.+:':l+BCC.+PYLm: PIIT DAT]; or COlH:TS: 1/23/86 ***~:****~:****~:***~:*************~** LEVEL or SJ:!~\'ICE D SATUEATIOl: 85 CJ;ITICAL HIS \'OL 661 CRITICAL E/\.' VOL 739 ClUTICAL sun 1400 *;;:~j:*************~~ )::*;::******t,:**~: *)~~:**** LANE NORTHBOmill HOV I:IDTIl 1 2 3 4 5 6 RT. 12.0 T.. 12.0 L.. 12.0 l:ormmoU1m LEFT THRU RIGHT 349 437 128 TI~UCKS (%) 5 5 5 5 NORTHBOUND SOUTHBOUI\D EASTBOUND \;ESTBOmm PHASING N/s Eli: PEDESTRIAN ACTIVITY CYCLE LEl;GTI; G/C - NB & S13 THRU G/C - En & \.m T!lli.U TIIF:U -RIGIIT LEFf NOI:TlIBOUliD 342 427 IKPUT VOLm:E CAPACITY NEED PIIASE? NORTIIDOmiD 349 207 l\/A LA?,;E GE011ETRY SOUTIIBomm EASTBOmm HOV KIDTI! HaV \':IDTII RT. 12.0 T..12.0 L.. 12.0 RT. 12.0 T.. 12.0 L.. 12.0 m:STBOm:D Il0V \:IDTIJ RT. 12.0 T.. 12.0 L.. 12.0 \JESTDOillm 131 816 82 PEAl: I10lm fACTOr. .9 .9 .9 .9 BOTH TURNS PROTECTED (\"ITII OVERLAP) toTH TUR!:S PROTT:CTED (\I'ITlI OVERLAP) o - 99 (#PEDS/I1R) \JLSTWUr;u 547 160 I.'ESTBOU::D 131 o N/A TRAFFIC VOLmiES SOUIllDom:D EASTBOUl\1J 109 157 299 681 88 233 LOCAL BUSES (f/llR) o o o o CRITICAL LAl:E VOLU:a:S BY novru;r:;;T s01m momm 234 133 EASTBOUND 552 192 LEn' TURt; CllECK SOUTllBou:m 109 29 N/A EASTgOlHm 157 () N/A U U ./OJ MURRAY-DUDECK & ASSOCIATES C::ITICAL LO\'L i1:::T A):/,LY~;I:, liOOLB.e.5[ACREST \\/20~;1~TC.il: PI; EXIST .+DfV .+~.n+BCC.+PYLOIi+OTHEr. PHT DATI: or COlHiTS: 1/23/86 ~***~*~:**~:~:**********************~: Lf:\'EL OF SERVICE D SATUnf,TIor: e5 CEITICt.L I:/S VOL 662 cr:ITICAL EN VOL 747 Cr.ITICAL Sill! 140S **~::**::;':*::: ~~:::****:::****:~*~:*:~:*****~:1.~:;:~~::-:*** LANE NO!;'THBOUlID NOY h'IDTlI LMiE CEO; rETRY SOUTIIBOur:D E.ASTBOUl':n mv \.'IDT!I IIOY \,'IDTlI \\'ESTBOWm liO\' IHDTH 1 2 3 4 5 6 RT. T. . L. . 12.0 12.0 12.0 RT. T.. L.. 12.0 12.0 12.0 RT. 12.0 T.. 12.0 1.. 12.0 RT. T. . L. . 12.0 12.0 12.0 lWliT]!J',omm TRAFFIC VOLUHES SOUTEllOUliD EASTWU;:D \o:'ESTBOUND LEFT THRU RIGllT 350 437 128 109 299 88 162 719 242 131 820 82 NORTHBOUND SOUTI!BOmm EASTBOUND \JESTBOUl~D PHASING 1\IS EN PEDESTRIAN ACTIVITY CYCLE LENGTI! G/C - liB & SB Tlmu G/C - ED & Hi) TEI:U TlmCJ:s en 5 5 5 5 LOCAL BUSI:S (#/IiTI) o o o o PEAl: noUI: FACTOJ\ .9 .9 .9 .9 :4. :4. 1. 100 SEC01;DS : .3 : .34 BOTH TURt:S PROTECTED (\.'ITII OVERLAP) BOTll TIm!iS PIWTf:CTED (\.'mI O\'E1\LAP) o - 99 (#PEDS/IIT\) CRITICAL LM;E VOLUllr.;S BY ] 10\'EiU:'I\'T NOP-Ti Ii10lJlm SOUTllsomm EASTBOL'IID \.TESTBOlJlm THP.U -HIGHT 342 234 581 549 LLF1' 428 133 198 160 LEFt TURl! cm:,cl: NOImmOlllm SOUTI!BOmm E,',STJ;01JtiJ) h'E~:TBOUND INPUT VOLW.1E 35CJ }(19 162 131 CAPACITY 207 29 u 0 NELD PEASE? li/ A NIl'. l\lA HIli v u- IO~ MURRAY-DUDECK & ASSOCIATES C]~ITICAL r;OVE'iE~~T ALA.LYSIS h'OOLB.&SEACREST \~/20~:;nOR&I:B2L *********************:~************ Pll EXIST.+DEV.+m+nCC.+PYLO:~+OTHER PlIT DATE or mm:TS: 1/23/86 LEVEL or SEr.VICE C SATUrrATI01: 74 CRITICAL r:/s VOL 475 CRITICAL E/\.' VOL 751 CEITICAL sm! 1226 *******::~::~:~:~**;'..:********:~,;:*::::*******,:;:~;**:; LANE NORTlIBOUND ~lOV \,'IDTH 1 2 3 4 5 6 RT.12.0 T.. 12.0 L.. 10.0 1.. 10.0 NO}~TEBOUND LEFT TIlEU RIG!!T 350 437 128 NORTIIBOUI\D SOUTIIBOUKD EASTBOUt:D \.JESTBOUt;D TRUCKS (%) 5 5 5 5 PHASIKG N/S E/II PEDESTRIAN ACTIVITY CYCLE LENGTII G/C - NB & SD THRU G/C - ED & UB TIIi:U U.::E GEO;'lETRY SOUTlmOL'ND EASTBOmm mv FIDTII 1l0\' \-IIDTlI HESTBOmm HOV \-:IDTH RT. 12.0 T.. 12.0 1.. 12.0 RT. 12.0 T.. 12.0 L. . 12.0 RT. 12.0 T.. 12.0 L.. 12.0 TRAFFIC VOLilllES SOUTIIBOU::D EASTBOUlJD \.'ESTBOUXD 109 299 89 163 727 238 131 824 82 LOC/,L BUSES (# /In;) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 BOTli TURNS PROTECTED (\-.'ITII OVERLAP) BOlli TUI\l:S PROTECTED (\!ITH OVEf(LAP) o - 99 (f.PEDS/f:r.) CRITICAL LA!:E VOLU!lES BY HOVElln:T NOImmOU::D smrIlmOUl:D El,STBOUl:D ViT.STnOUI:D THRU -RIGHT 342 234 583 552 LEn 224 133 199 160 LEFT TURN CHEC1: !ml~Tlm()Ulm SOl)TJ mOU1:f1 I:ASTOOlnm \.'LSTf\Omm INPUT VOLUIIE 350 109 163 131 CAPACITY 20(, 20 0 0 KEED PHASE? ~:I A N/A ilIA N/A VV"'/()5 MURRAY-DUDECK & ASSOCIATES CtITICAL HOVE: :J:J:T A!:M,YSIS l.lOOLB.&SEACI:r:ST EXIST 201:[ ~! EXIST .+Dr::V. FlIT Dt.TE OF COU~:TS: 1/23/8(' ********~**********************~:** Lr:VEL OF SEr:\'ICE B SATUItATIO!\ 56 Cr.ITICAL N/S VOL 525 CRITICAL EN VOL 402 CRITICAL SIJ11 927 *~:::;:~ *** **:~~::::.:* ::~:;:*:~ ** *:~* ** *:-:~:f *:;:* *:~ ::: :~:**:~::: NOp.TIll30mm LISE 110V \{IDTH 1 RT.12.0 2 T.. 12.0 3 1.. 12.0 4 5 12.0 6 12.0 l\oJ;TIIBOUt\'D LEFT TI1RU RIGHT 217 188 35 NOP..TIlBourm SOUTIIBourm EASTBOUND Hr:STBOUND TRUCKS (%) 5 5 5 5 PHASING N/S EN PEDr:STRIAt: ACTIVITY CYCLE Lf1:GTIl G/C - NB & SR THRlJ G/C - ED & t'B TImU THRU -P.IGllT LEFT M)J~Tll!~OU::D 135 265 INPlIT VOLU!lE CAPACITY NEr::D PHASE? NORTJlBOm~ll 217 1M N/A u.m: GE01LCTRY SOlJTHBOUJ:D EASTBOmm liESTBOUl\D mv \!IDTI! 1.;OV InDTll NO\' \.:IDTI] 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 12.0 12.0 12.0 12.0 TRAFFIC VOLm.lES SOlIT;JJ~omm EASTBomm \.iESTBOm:D 91 57 325 294 105 236 70 382 21 LOCAL BUSES (f/HR) o o o o PEAK EOL'r; FACTOR .9 .9 .9 .9 BOTII TURNS PROTECTED (\:ITI! OVErLAP) BOT!! TUR1':S PROTECTED (\::ITI1 O\'ERLAP) o - 99 (#PEDS/llP') :4. :4. 1. 100 SECO::DS : .3 : .34 CRITICAL LAl:r: VOLu:a:S BY HOVEHEl:T SOllTlIJDU;:D 260 III EASTBOUlm 317 69 \.l:STBOUND 245 85 LEFT TUR!: CIIECK SOlmII;onm 91 371 ~/A l;;:'STBOUND 70 124 N/A EASTBOUl;]) 57 251 N/A U(}-/D' MURRAY-DUDECK & ASSOCIATES CJ:ITICAL IIOVr::I[!:T f.l;l.LYSIS HOOLB.&SEAClir:ST E::IST ZO::[ ***~=**~~*~************************* All EXIST.+DEV.+!:l PlIT Dl,TE or COUNTS: 1/23/86 LEVEL or SERVICE B SATU!~^TIOtI 56 CRITICAL N/S VOL 529 CRITICAL E/H VOL 402 CRITICAL SUB 931 ***~::**~:*;~~~::-::::=*******:.:-;;::***~:********)i:**:l<: LANE NORTIlBOUND I-:OV IHDTI{ 1 2 3 4 5 6 RT. 12.0 T.. 12.0 L.. 12.0 tW;;TBBOL'!ffi LEFT THRU RIGHT 219 lS[) 35 NORmBOUKD SOUTH!30mm EASTBOUKD v.'ESTDOUflD TRUCJ:S (1.:) 5 5 5 5 PHASING N/S E/\'.' PEDES TRIAl: ACTIVITY CYCLE LEJ\GTH G/C - NB & SIl THRU G/C - EE & \,'B TJlRU LAKE GEWETRY SOUTHBomw EASTBOUlm I iO\' I.'IDTI! HOV \.'IDTIl v~STBOUND !'lOV mDTE RT. T. . L. . RT. 12.0 T.. 12.0 L.. 12.0 12.0 12.0 12.0 RT. 12.0 T.. 12.0 1.. 12.0 TP.AFFIC VOLUlrES SOUTEBOU!:D EASTBD1..J:m \.'ESTBom:D 91 325 107 70 394 21 57 294 236 LOCAL WSr:S (# /lIP.) o o o o PEAl: HOUR FACTOR .9 .9 .9 .9 BOTH TURNS PROTECTED (\nTII OVERLAP) DOTll TURIIS PI:OTECTI:D (HITll OVERLAP) o - 99 (fPEDS/HR) :4. :4. 1. 100 SEco:ms : .3 : .34 CRITICAL LArm VOLillIIS BY NOV!: iE/IT I:GRTIlWmm SOUTHBOUND EASTlJOu:m VESTBOUND TIlRU -RIGHT 135 261 317 253 LEFT 2GB 111 69 85 LEIT TURl: ClIECI: NORTIIWUI,D SOlJTllLOU::D EASTBOlWD l!J:STDOUJ:D I!,PUT VOLut lE 219 91 57 70 CAPACITY 162 371 239 124 NEED PHASE? II/A 1;/ A tJA N/A 1/ U. If) MURRAY-DUDECK & ASSOCIATES CElTICAL liOVD iL::T t.;':ALYSIS \,'OOLB. &SEACr.r:ST EXIST ZOl:E /\:1 EXIST .+DEV .+lil+BCC.+PYLm: pm IJ!.TE OF COU1:TS: 1/23/86 ********************************** Ll~VEL OF SEEVICE B SATURATIOl: 59 CRITICAL N/S VOL 547 CRITICAL EN VOL 418 CRITICAL SUl-i 965 ****** ~:**:::*::{:**~::*********=::*:;:::~,*******)~~: LANE NORTImOU::D llOV l:IDTH 1 2 3 4 5 6 RT. 12.0 T.. 12.0 L.. 12.0 I\OhTimOUND LEFT T1iRU RIGl1T 229 188 35 TF:UCI:S (%) 5 5 5 5 NORTI1BOUND SOUTHI30mm EASTBOUND HESTBOUND PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LENGTI! GIC - NB & SB THI:U G/C - IB & \m TIlRU THRU -RIGHT LEFT NOTI.TIl]~O\n;D 135 280 INPUT VOLUtlI: CAPACITY ~;EED PlIf.SE? l:ORTilBour;n 229 152 KIA LA~;E GEOi:ETRY SOUTlI130m:D EASTl30Ulm NOV \,'IDTII tlOV \,'IDTll RT. T. . L. . 12.0 12.0 12.0 RT. 12.0 T.. 12.0 L.. 12.0 WESTBOUt:D tl0V \:IDTlI RT. 12.0 T.. 12.0 L.. 12.0 \?ES1T.CJUI:D 70 473 21 PEAI~ HOUl: FACTOR .9 .9 .9 .9 BOTIl TURNS PROTECTED WITH OVERLAP) BOTH TURl\S PROTECTI:D (InTIl OVETI.LAP) o - 99 (#PEDS/HR) \.'ESTBOm;D 301 85 \.'ESTBOUKD 70 1)7 r;1 A TRAFFIC VOLillIES SO~JTJmOUND EAsTBourm 91 325 117 60 318 239 LOCAL BUSES (ff/HP.) o o o o CRITICAL LAJ;E VOLU!'lES EY Hovr:m:r:r SO\JTllBOLT:\D 267 III EASTBQUXD 333 73 LEFT TUTm CIIECI: SOlJTJ:130U!]J 91 371 N/l, EASTBOur:D 60 160 NIA V U"/bJ MURRAY-DUDECK & ASSOCIATES CRITICAL mV!:::l:r;T AJ:ALY~;I~; 1-i00LB. &SEACLEST EXIST 20m: !~l EXIST .+DE\' .+:a+DCC.+PYLOli+OTlIEr. PET Il,\TE or CO:!I:TS: 1/23/86 ******~:**~::~**********************:~ LEVEL OF SERVICE B SATURATIOl; 59 CRITICAL ~/s VOL 556 CRITICAL E/W VOL 424 CRITIC!,L S~M 980 *********~:***~*********************** LA;:!:: WP,Tl:BOUND 110\' l.'IDTH 1 2 3 4 5 6 RT. 12.0 T.. 12.0 L.. 12.0 r!O::TEBom;D LEFT TIlRU RIGHT 234 18S 35 TRUCI:S (%) 5 5 5 5 NORTIlBOurW SOUTlmOmJJ EASTBOUND v.'ESTBom:n PHASING l,/S EN PEDESTRIAN ACTIVITY CYCLE LEI\GTII G/C - liB & SB THRU G/C - EB {'. \o.'D TI:RU TlIRU -RIGf:T LEFT wrmmomm 135 280 DiPUT VOLU:IE CAPACITY m::ED flIASE? 1:0RTlJnOU~m 234 147 );/A LAJ:E GWfITRY SOlmlWUt:IJ EASTBOUND 110V \,'1 DTl I nov \.:IDTII RT. 12.0 T.. 12.0 L.. 12.0 RT. 12.0 1.. 12.0 1.. 12.0 \,'ESTBom:D nov \:IDTlI RT. 12 . 0 T.. 12.0 L.. 12.0 \''ESTBOUND 70 516 21 PEAr J:O'l'P. FACTOI{ .9 .9 .9 .9 :4. :4. 1. 100 SI:COKnS : .3 BOTll TURNS PROTECTED (HITI; OVERLAP) BOTE TUr.;:s PROTECTED (\:ITlI O\'EI:LAP) o - 99 (#PEDS/lrR) l.'ESTBOl'ND 328 85 \,[STl;OLTND 70 f!9 lilA TRAFFIC VOWlES SOUT} m01:XD E1~STBOUI:D 91 325 122 61 325 240 LOCi.L Rl!SES U /lIP.) o o o o : .34 CRITICAL LA!iE VOLUl rES BY 1.10VEHI:NT SOlm mOUl;}) 270 111 EASTI\OtTJ:D 339 74 LEFT TUR;: CliECK 30UTIlnou::n 91 371 t;/ !, EASTIJOm:D 61 117 1;1 A V V.[DI MURRAY-DUDECK & ASSOCIATES CJ:ITICAL HO\T:liL!;T A!:ALYSIS \I'OOLB.&SEACREST W/20/~~TOR --Exist Zone Pl1 EXIST. PIIT DAT[ OF COW;TS: 1/23/86 *********************************:~ LI:\'EL OF SEEVICE D SATURATION 79 CRITICAL ~/S VOL 640 CRITICAL E/w VOL 656 CRITICJ\L SlJio! 1296 ******';:c**)~:::*::::';:~~~:;::*:::*:'~*******:~********* LANE NORTHBOUKD NOV HIDTII LAU: GEo:lETRY SOUTHBOUND EASTBOIDm }IOV FIDTII 1l0\' I!IDTH WESTBomm tlOV \!IDTll 1 2 3 4 5 6 RT. 12.0 T.. 12.0 L.. 12.0 RT. 12.0 T.. 12.0 L.. 12.0 RT. 12.0 T.. 12.0 L.. 12.0 RT. 12 .0 T.. 12.0 1.. 12.0 TRAFFIC VOLmlES NOTaHBOmm S01TfHBOurID EASTBOU;:D \iESTBOUND LEFT 337 109 138 131 THRU 437 299 534 718 RIGHT 128 78 222 82 TRUCKS (%) LOCAL BUSES (fi/ER) PEAK HOUR FACTOR NOR11lBOmm 5 0 .9 SOUTHBOmm 5 0 .9 EASTBOUl:D 5 0 .9 WESTBOUND 5 0 .9 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LEt:GTII G/C - I\'B & SB THRU G/C - EB & \oiL TIIRU :4. ROTII TURNS PROTECTED (\!ITII OVERLAP) :4. BOTE TURl:S PROTECTED (\'.'ITIl OVERLAP) 1. 0 - 99 (#PEDS/IIR) 100 SECOl:DS : .3 : .34 CRITICAL LAKE VOLUHES BY NO\'El'ffit:T 1;ORTllBOUND SOlJTHBOmm EASTBOU~ID I !EST BOUND THRU -RIGHT 342 228 456 487 LEFT 412 133 169 160 LEf'I' TURE CIlECK NORTIlBOUND SOUTIIBOm'iD EASTr.o:.n:D \.T.STBOUlID INPUT VOLilllE 337 109 138 131 CAPACITY 217 29 0 0 NEED PIIASE? t:/A KIA N/A N/A U V'" /I ~ MURRAY-DUDECK & ASSOCIATES ChIn C/,L I;O\,p;L:;r f.l:ALYSIS Exist Zone \.'OOLB.&SEACREST \l/20/:1:T01; -- P;'j EXIST .+Dr.V. FlIT 1f.TL or COl!;1TS: 1/23/86 ** ;:: *" ~:: ~~. :;: :;~ ::~ *:::: * ::::;; ::=:~~ ~a:::~ * * >It* **:.:: :~*:~***:::' * LEVEL OF S[!;\'I CE D SATURATIOI: 81 CRITICAL I:/S VOL 650 CRITICAL EN VOL 686 CP.ITICAL SUJ 1336 *******~:*********************;~******* LAKE NOP.TIIBOU!W IIOV \,'IDTH 1 2 3 4 5 6 RT. T. . L. . 12.0 12.0 12.0 NOI:TlIEOmm LEFT TJlRU RIGHT 343 437 128 NORTImOmm SOUTllBou;m EASTBOUND \:ESTBOUJ.:1) TRUCKS (%) 5 5 5 5 PHASING N/S E/\" PEDESTRIMl ACTIVITY CYCLE LENGTll G/C - NB & SB TImu G/C - EB & \m TIlRU THRU -RIGIlT LEFT lionTlmourm 342 420 INPUT VOLln.lr. CAPACITI NEED PHASE? NORTilBOUlm 343 213 1;/ A LAllI Gr:o: JETRY SOUTHBOUJ'm EASTBOUJ:D liOV mDTrI IrOV HU!TJ: RT. T. . L.. 12.0 12.0 12.0 TIT. 12.0 T.. 12.0 1.. 12.0 \\'Esrr.omm ~10\' I:ID11] RT. 12.0 1.. 12.0 L.. 12.0 \,'ESTBom:D 131 757 82 PEAK 1l0U~ FACTOR .9 .9 .9 .9 BOTH TUTIHS PEOTECTm (mTll OVERLAP) BOTH TUR;;S ProTECTED (I:1TI: OVE~LAP) o - 99 (#PEDS/HR) \mSTBour:D 511 160 \\'ESTDOmm 131 o I;;A TIiAFFIC VOLUlIES SOUTHBOUND EASTBom:D 109 299 82 143 5G9 226 LOCAL BUSES (Ii IIIR) o o o o :4. :4. 1. 100 SEC01:DS : .3 : .34 CRITICAL LAl1E VOLU1J::S BY !lOVE!!I:!:T SOUTlIBOU1ID 230 133 EASTBm:J:D 480 175 LEFT TUR:J CHECK SOUTIlDOUlm 109 29 n/A EM;TBon:D 143 o lUll. vu- III MURRAY-DUDECK & ASSOCIATES Ci~JTIC^L I;OVf~ IEl;T Al:t.LYSIS \\'OOLB.&Sr:ACREST 1:/20i.:l\TOl, -- Exist Zone PI; EXIST .+DEV .+m PHT DI\Tl.: OF COU;:TS: 1/23/8G ******~:*******:~**~:******:~********~: LEVEL OF SERVICE D SATURATIO!i 81 CliITICAL ri/S VOL 650 CnTICAL EN VOL 690 CRITICAL Srul 1340 **:."::*****;:C****,~***~=********** **~~~lt;***** LA 1\'E NORTIIBOUliD tIOV WlIJTIl 1 2 3 4 5 6 RT. 12.0 T.. 12.0 1.. 12.0 NOR1U,OUl:D LEFT THRU RIGHT 343 437 128 TlmCKS (h) 5 5 5 5 NORTHBOmm SOL'THI30UND EASTBOmm \o,lESTBOm:D Pl!ASmG N/S Ell! PEDESTIUAN ACTIVITY CYCLE LE'iG'I1l G/C - NB & SB TlIRU G/C - Efl &. 1m THRU TllRU -RIGHT LEFT Nor:THnonm 342 420 INPUT VOLtME CAPACITY NIEIl PHASE? IJ01~Tlmomm 3[,3 213 t:/A LAn: GEO:-IETP.Y SOUTI1BOUl:D EASTBOUND V,OV ll'IDTlI HaV UIDTII RT. T. . L. . 12.0 12.0 12.0 RT. 12.0 T.. 12.0 1.. 12.0 \o,'ESTBOUlm HOV \HDTH RT. 12.0 T.. 12.0 1.. 12.0 \:I:STGOU:.:D 131 762 82 PEAI: 1l0U!i FACTOR .9 .9 .9 .9 BOTII TURNS PROTECTED (llITII OVERLAP) Bom TUm:s PI:OTECTED (\nTH OVErrLAP) o - 99 (#PEDS/HR) llESTBOtJ::D 51[, 160 HESTDOW:D 131 o Ii/A TRAFFIC VOW lES SOUTIIBoum EASTBOUND 109 299 82 144 580 227 LOCAL BUSES (f! I!ITI) o o o o :4. :4. 1. : 100 SECWDS : .3 : .34 CRITICAL LANE VOLU!IT:S BY tlO\'EHEtiT SOUTlli1ClUND 230 133 EASTI30Ul:[' 40 176 LEFT TUR:: CHECI: SOUTllJ',ou:m 109 29 N/A EASTEQU1:D 144 o K/A UU-/l. MURRAY-DUDECK & ASSOCIATES CJ:TTJC/,L li()Vr:: ;i::!T A];,\LYSI~; \.'OOLB.&SEACEEST \,'/20~J:TOJ: -- Exist Zone p;j EXIST .+DE\' .+m+ECC.+PYLOl: PiTT DAn Of C(IU1:TS: l/23/CG *******~**:~~:**~*****~~*******~****~; LL\'J:L OF SEHICE D SATURt.TIO~ 85 CnJT1ChL ~/S VOL 660 CRITICAL Lit' VOL 735 Cf:ITICAL sun 1395 ****):-::******)::*~~)~***;'-:::;~':****)::**:;:~~,,:;:::~1.;*)::** LANE NOT:TIIBOUlm HOV \.'IDTll 1 2 3 4 5 6 TIT. T. . 12.0 12.0 12.0 L. . N01~TJ:Bou;m LEFT TIif:U RIGHT 349 437 128 NOT:TIIBOU@ SOUTHBOUND EASTBOUND v.'ESTBOUND TlmCKS (%) 5 5 5 5 PHASING N/S EN PEDESTRIAN ACTIVITY CYCLE LE:\GTII G/C - NB & SB THRU G/c - EB & FB Timu LA);[ GEOilITRY SOUTJ:BOUXD EASTBOUlm Jla\' \!!TJTIi !'iOV \HDTE HESTBOUND j':OV \.'IDTE RT. 12.0 T.. 12.0 1.. 12.0 RT. 12.0 T.. 12.0 L.. 12.0 RT. T. . L. . 12.0 12.0 12.0 TRAFFIC VOLUliES SO~l':mOUi;D I:ASTBou:m \.'ESTBOUi\D 109 299 87 156 673 237 131 812 82 LOCAL BUSES (if Ij!r:) o o o o PI:AJ: HOUl; fACTOn .9 .9 .9 .9 BOTH TURNS PROTECTED (WIT!! OVERLAP) nOTI[ TlJRl:S PROTECTLD (\HTII OVE1~LAP) o - 99 (#PEDS/HR) CRITICAL LAllI: VOLlTImS BY NO\'EHE;iT NORTIIBo:nm SOUTl a.OU,:D EASTBmlJm \:;::STBomm THRU -RIGET 3q2 233 550 5/14 LEFl' 427 ]33 191 160 LEFT Tn:,; ClIECI: I:OImDomm SOl:'l'HBOU:;]) I:ASTBOUl:IJ \,'1:STr.omm INPUT VOLmlE 349 101) 156 131 CAPACITY 208 29 0 0 NEED PIlASE? 1:/1. rl,\ 1;1 A 1\/1. vu../lJ MURRAY-DUDECK & ASSOCIATES C](ITICJ,L ilOV1:::YTf !.)'ALY~]~ \iOOLB.&SEACf;EST \!I20i:J:TOni~I:B2L -- Exist Zone Pi: EIST .+Dr:V .+!ll+BCC.+PYLO:;+OTIIEP. PI:T Dim: OF com:rs: 1/23/86 ******~:*******************;~****~:** LEVEL Of SErVICE C SATIJl:ATION 74 CIUTIC!,L IUS VOL 475 CRITIC!.L EIt' VOL 747 CP.ITICAL SUi 1222 *****;~*:(:;~::~*:=:~***********;:~*:J:~'***;:C;:'';(**::';:~ LA l\E NOJ:TIIBOmm 110',1 \HIm; 1 2 3 4 5 6 RT. 12.0 T.. 12.0 L.. 10.0 1.. 10.0 12.0 12.0 r:0Y:TI130Ulm LEFT TIlRU RIGHT 350 437 128 TRUCKS (h) 5 5 5 5 NORTI:BOm\D SOUTIlBOill'm EASTBOUND \iESTDOmm PHASING N/S EN PEDESTRIAl: ACTIVITY CYCLE LE!:GTII G/c - NB & SB THRU G/C - ED & \olI3 TEl\U TIlRU -RIGIIT LEFT Imr:TIIDOW;D 342 224 n:PUT VOLUl lE CAPACITY I;EED PIIIIS!:? N arm jp,[:urm 350 207 r:/A LAI:E GEO:;ETRY SO'U'THBOU::lJ EASTBom:D 110',1 mDTll lJOV 1-:IDTP RT. 12.0 RT. 12.0 T.. 12.0 'I'. . 12.0 L. . 12.0 L.. 12.0 12.0 12.0 12.0 TRAFFIC VOLU;:ES SOTJTHDOUXD EASTWU1m 109 29S 8~ 162 719 242 ~lESTBomm :10\' \.'IDTH RT. 12.0 T.. 12.0 L.. 12.0 12.0 I:ESTWmm 131 820 [;2 PEA!: !JOUR FACTor: .9 .9 .9 .9 BOTII TUR~S PROTECTED (I','ITH OVERLAP) BOTH na:;;s PROTECTLD (I.'ITIJ O\,[RLAP) o - 99 (#PEDS/HR) \,'J:STBOUND 549 160 \'.'ESTBOUND 131 o 1:/ A LOCAL BUSr:S u: 111f;) o o o o :4. :4. 1. 100 SECO::DS : .3 : .34 CRITICAL LANE VOLD; rES BY 110VEl1ENT SO~JT] : IlOUl:D 234 133 EASTnOUNIJ 581 198 LEFT TUE:! CHECK SOl1TJ ;r;OUliD 109 ')() ~" EA ST1101::;n 102 o 1,/ A N/A vV-/l1f