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CONCURRENCY TRAFFIC IMPACT ANALYSIS BOynTOn Town CEnTER AnD BOynTOn VILLAGE COMBinED conCURREncy TRAFFIC IMPACT AnALYSIS Prepared for THE SEMBLER COMPANY Prepared by PINDER TROUTMAN CONSULTING. INC. 2324 Soath Congress Avenae. Saite 1 H West Palm Beach. FL 33406 (561) 434-1644 #PTC04-022 May 14. 2004 Revised Aagast 24. 2004 Revised December 20. 2004 ( L \\ " Ui BOYNTON TOWN CENTER AND BOYNTON VILLAGE COMBINED CONCURRENCY TRAFFIC IMPACT ANALYSIS Introduction Pinder Troutman Consulting, Inc. has been retained to conduct a traffic impact analysis for two (2) projects within the City of Boynton Beach. These projects, Boynton Town Center and Boynton Village, are adjacent but separate projects that are being reviewed separately by the City. The Boynton Town Center project contains 250,000 SF of commercial development. The Boynton Village project contains 1,120 residential units, 10,000 SF of office and 149,000 SF of retail commercial uses. However, since the two projects meet the aggregation criteria contained in the County's Traffic Performance Standards, one combined study is being submitted for both projects. The purpose of this study is to determine if the combined proposed developments meet the requirements of Article 12, Traffic Performance Standards, of the Unified land Development Code (UlDC). Since the two (2) developments are occurring on what is known as the Winchester Property, the combined project will be referred to as the Winchester Property development in this study. Site Data The combined site is located in the northeast quadrant of Congress Avenue and Old Boynton Road as shown on Exhibit 1. Access to the proposed project is via driveway connections to both Congress Avenue and Old Boynton Road. Year 2008 conditions were examined for this analysis. Existing (2003) Traffic Conditions The 2003 peak season two-way peak hour volumes for the surrounding roadway network as compiled by the Palm Beach County Traffic Division were utilized in this report. Traffic count data is included in Appendix A. Report04-022 12-20-04 Project Traffic Trip Generation Article 13, Fair Share Road Impact Fees, of the Palm Beach County ULDC was the sole source of trip generation rates for this project. Exhibit 2 provides the daily, AM and PM peak hour trip generation data for the proposed development. For Traffic Performance Standards purposes, based on the net new external peak hour trip generation of 1,359, the Test 1 radius of development influence is four (4) miles. The Test 2 radius of development influence is one (1) mile. Trip Distribution and Assignment A directional distribution was developed based on a review of land use patterns and existing travel patterns and is shown on Exhibit 3A for the residential component and Exhibit 3B for the commercial component. Exhibit 3C shows the assignment of peak hour project traffic as well as the project impact percentage (% of two-way peak hour service volume). Future Traffic Conditions Roadway Improvements A review was undertaken of the Transportation Improvement Program from the MPO of Palm Beach County and the Palm Beach County Five Year Road Program. Congress Avenue from Melaleuca lane to Lantana Road is scheduled to be widened to six (6) lanes in Fiscal Year (FY) 2006. Congress Avenue from Lantana Road to Hypoluxo Road is scheduled to be widened to six (6) lanes in FY 2005. Background Traffic Historic growth trends and Major Project traffic must be analyzed in the projection of future background traffic volumes. Historic growth data is provided on Exhibit 4 for the surrounding roadway links. Report04-022 12-20-04 2 Major Project data, compiled by Palm Beach County, was also reviewed. Numerous projects were considered in the projection of background traffic. Committed development data is provided in Appendix B. Total traffic includes existing traffic, Committed Projects' traffic, historic growth and Project traffic. Where there is substantial Committed Development traffic, a 1 % historic growth rate was also applied. With the construction of the Spine Road through the project connecting Old Boynton Road to Gateway Boulevard, a diversion of traffic from the area roadways to this facility will result. The diverted traffic analysis is provided in Appendix C. The projected resultant diverted traffic represents less than 5% of the two-way peak hour volume along Congress Avenue. Traffic Performance Standards Analysis Test 1 (Intersection Analysis) Major intersections at the termini of the project accessed link are required to be analyzed and major intersections for which a proposed development adds more than 10% of the total traffic on any link connecting a major intersection are required to be analyzed. The intersections of Congress Avenue with Gateway Boulevard and Old Boynton Road were analyzed and the intersection of Old Boynton Road with Boynton Beach Boulevard was analyzed. The intersection analyses are included in Appendix D. All intersections are projected to operate at the adopted standards with proposed improvements as shown on Exhibit 5. Therefore, the intersection requirements of Test 1 are met. Test 1 (Link Analysis) The second part of Test 1 examines if any roadway links required to be analyzed are projected to operate below adopted level of service standards. Roadway links with a project impact greater than 1 % of the LOS D are required to be analyzed. Exhibit 6 shows future two-way AM and PM peak hour traffic conditions for the analyzed roadway links. The following links are not projected to meet the two-way peak hour standard with programmed roadway improvements. Report04-022 12-20-04 3 ~ Gateway Boulevard from Congress Avenue to High Ridge Road - AM and PM. ~ Old Boynton Road from Congress Avenue to Boynton Beach Boulevard - PM only. ~ Boynton Beach Boulevard from 1-95 to Seacrest Boulevard - PM only. ~ Congress Avenue from Gateway Boulevard to Old Boynton Road - PM only. All other roadway links are projected to operate at the adopted two-way peak hour standard. It is proposed to widen Old Boynton Road from Congress Avenue to Boynton Beach Boulevard to a five (5) lane section. Optional Analyses i and ii were examined for the other links. Optional Analyses i and ii - Link Analysis Exhibit 7 A provides the peak hour directional analysis, Optional Analysis i and ii, for the analyzed links. The links of Congress Avenue from Gateway Boulevard to Old Boynton Road and Boynton Beach Boulevard from 1-95 to Seacrest Boulevard meet the Optional Analysis ii standard. Optional Analysis ii intersection analyses are required. The link of Gateway Boulevard from Congress Avenue to High Ridge Road does not meet the Optional Analysis ii link standards in the westbound direction in the AM peak hour and the eastbound direction in the PM peak hour. Therefore, an Optional Analysis iii is required for this link. Optional Analysis ii - Intersections The intersections of Congress Avenue with Gateway Boulevard and Old Boynton Road and the intersections of Boynton Beach Boulevard with 1-95 and Seacrest Boulevard were analyzed and are included in Appendix C. All intersections are projected to operate at the adopted standards with proposed improvements as shown on Exhibit 7B. Optional Analysis iii An arterial analysis using HCM 2000 Operations Methodology was conducted for Gateway Boulevard from Congress Avenue to High Ridge Road. The arterial analyses are provided in Report04-022 12-20-04 4 Appendix E and are summarized on Exhibit 8. Based on this analysis, the roadway link meets the level of service standards. Therefore, this project meets the requirements of Test 1. Test 2 (Model Test) Test 2 examines traffic conditions based on model projections that are developed and maintained by Palm Beach County. The Test model is to be run by Palm Beach County. Driveway Volumes AM and PM peak hour project driveway volumes are provided on Exhibit 9. Right turn volumes warrant separate turn lanes at the northern and southern entrances on Congress Avenue. Southbound left turn lanes exist on Congress Avenue at the project entrances. For the Old Boynton Road driveways, a right turn lane at the proposed spine road is warranted. Project Phasing Building permits have to be phased to the commencement of construction of the Congress Avenue and Old Boynton Road improvements as shown on Exhibits 10A and 1 DB, for links and intersections respectively, and outlined on the following page. See Exhibits 10A and 1 DB for phasing calculations and one potential phased land development scenario. Other land development scenarios could be developed as long as they met the phasing trip thresholds. For those improvements that are not considered assured construction, the developer will provide a letter of commitment to post surety for those improvements. Additionally for some of the improvements, a CRALLS designation may be pursued in lieu of the improvement. ~ No building permits for development generating more than 190 new external PM peak hour trips prior to the letting of the contract for a third eastbound and westbound through lane at the Gateway Boulevard/Congress Avenue intersection. One potential phased development scenario includes 400 multi family dwelling units. Report04-022 12-20-04 5 ~ No building permits for development generating more than 461 new external PM peak hour trips prior to the letting of the contract for northbound dual left turn lanes with appropriate receiving lanes at the Old Boynton Road/Congress Avenue intersection or the adoption of a CRALLS designation for the intersection. One potential phased development includes 450 multi family dwelling units and 60,000 SF of retail. ~ No building permits for development generating more than 733 new external PM peak hour trips prior to the letting of the contract for eastbound dual left turn lanes at the Old Boynton Road/Congress Avenue intersection or the adoption of a CRALLS designation for the intersection. One potential phased development scenario includes 450 multi family dwelling units and 175,000 SF of retail. ~ No building permits for development generating more than 896 new external PM peak hour trips prior to the letting of the contract for the eastbound right turn lane at the Gateway Boulevard/Congress Avenue intersection. One potential development scenario includes 450 multi family dwelling units and 250,000 SF of retail. ~ No building permits for development generating more than 963 new external PM peak hour trips prior to the letting of the contract for the five (5) laning of Old Boynton Road from Congress Avenue to Boynton Beach Boulevard or the adoption of a CRALLS designation for all or apart of the link. One potential phased development scenario includes 1,120 multi family dwelling units and 180,000 SF of retail. ~ No building permits for development generating more than 1,018 new external PM peak hour trips prior to the letting of the contract for the southbound right turn lane at the Gateway Boulevard/Congress Avenue intersection. One potential phased development scenario includes 890 multi family dwelling units and 250,000 SF of retail. ~ No building permits for development generating more than 1,208 new external PM peak hour trips prior to the letting of the contract for the six (6) laning of Congress Avenue from Lantana Road to Hypoluxo Road. One potential development scenario includes 1,120 multi family dwelling units and 270,000 SF of retail. ~ No building permits for development generating more than 1,181 new external PM peak hour trips prior to the letting of the contract for the southbound dual left turn lanes at the Old Boynton Report04-022 12-20-04 6 Road/Boynton Beach Boulevard intersection. One potential development scenario includes 1,120 multi family dwelling units and 320,000 SF of retail. ~ No building permits for development generating more than 1,348 new external PM peak hour trips prior to the letting of the contract for the widening of Congress Avenue from Melaleuca Lane to Lantana Road. One potential phased development scenario includes 1,120 multi family dwelling units, 392,000 SF of retail and 10,000 SF of office. Conclusions This analysis shows that the proposed development meets all of the requirements of the Traffic Performance Standards of Palm Beach County with phasing to the programmed and proposed roadway and intersection improvements. Report04-022 12-20-04 7 0 [ LANTANA ROAD i i I I \ \ \ \ \ \ ~ i ( I \ I I i I N.T.S. I I I HYPOLUXO ROAD 10 < 0 '" w l) 0 "' I \2 I GATEWAY BOULEVARD o < o '" ~ BOYNTON VILLAGE r-5ITE BOYNTON TOWN CENTER - -"_ OLD BOYNTON ROAD BOYNTON BEACH BOULEVARD > < 3: I ~ \2 0 I < Z :( 0 ~ '" on '" U V> :f 0 ~ ~ 3 '" '" l) 3: z :s 0 u WOOLBRIGHT ROAD GOLF ROAD ISW 23rd AVENUE) WINCHESTER EXHIBIT 1 PROJECT LOCATION [ 08/04/04 04-022 ~ N'O:f'..!! 9g~o B~9i ~OJ~~ 'II< do ~ o ~ o ~ -5- :l{ :J "0 '" X ~ p ... CIl C. l: e 0 a.. .l:! ... '" ... .S:l CIl N III c:: ... 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'" <D E ~ '" -5 '0 il ~ u .. a. ~ "0 .. o 0< '" :0 -" III ~ ri '" u "E -< 0; u :; o III c 0 3% [ 1%) 0% LANTANA ROAD 80/0 5%) N.T.S. 20/0 1% 3% 1% 10/0 1% 1% HYPOLUXO ROAD 20/0 7010 0 2% 10% < 2% 0 1OIo~ 0 10/0 "' 14010 I Q I 6% 4010 20% 3010 4% 7010 2010 GATEWAY BOULEVARD 0 < 0 '" 00/0 21010 ", ~ 250/0 ~ [ " /~ 2% 20/0 1010 ~" rSITE ~ / 0% / / 0 ~/ ~ 28010 ~"//. 26% 4010 10010 ~ ~ OLD BOYNTON ROAD 3010 3010 20/0 10/0 19% 4010 3010 5% 2% 190/0 8010 5% BOYNTON BEACH BOULEVARD >- < 3: I 0 ::: 20/0 g 1%~ 120/0 ~ 2% I :( < 110/0 '" '" 10/0 u !E ~ 0 as w '" w '" l) 3: z :s 0 u 10/0 1% 10/0 2010 1% 1010 WOOLBRIGHT ROAD 8% 1010 OO/~ 00/0 00/0 0010 I GOLF ROAD (SW 23rd AVENUE) 7010 1010 WINCHESTER 12/20/04 04-022 I EXHIBIT 3A IpTCI PROJECT DISTRIBUTION - RESIDENTIAL 0 2% [ 2% 00/0 LANTANA ROAD 3% 1%) 101<> 5010 N.T.S. 3% 1% 301<> 1% 00/0 1% HYPOLUXO ROAD 401<> 0 1%) 12% <( 2% 0 5% 20/0 ~ 0 "' 1% gOI<> I Q I 5% 2% 20/0 80/0 13% 1010 GATEWAY BOULEVARD 1% ~ 10/0 2010 0010 [ 4% OLD BOYNTON ROAD 20/0 1% 27010 701<> 8% gOk 6% 3% BOYNTON BEACH BOULEVARD ,. <( ::: I 0 ::; 201<> Q 1%) I 1%~ 14% ~ --' <( <( 6%) on ~ 3010 u '" 5' 0 '" ~ w w '" ~ '" LJ ::: z :5 0 u 201<> 401<> 2% 2%) 1%) 0% WOOLBRIGHT ROAD 401<> 7% 10/0 0% 10k 0% GOLF ROAD (SW 23rd AVENUE) 2% 10k WINCHESTER 12/20/04 04-022 I EXHIBIT 3B ~ PROJECT DISTRIBUTION - COMMERCIAL ~ NPTC04-Q22 12/20/2004 Project A9:sign 04-022 11-8-04jo Exhibit 3C Winchester Project Traffic Assignment Project T rafflc Residential Commercial Total Total LOSD Existin~ Peak Hr Peak Hr 372 Peak Hour 986 Peak Hour Project Project SeJVice Roadwav link Lanes AM PM % Dist Trios '" Dist Trios Trios Impact Volume Lantana Road Lawrence Rd. to Coneress Ave. 6LD 3736 3763 1% 4 2% 20 24 0.51% 4680 Con"'ess Ave to Hioh Rid~ Road 6LD 3293 3374 0% 0 0% 0 0 0.00% 4680 Haverhill Road to Militarv Trail 6LD 2374 2145 2% 7 3% 30 37 0.79% 4680 Militarv Trail to Lawrence Rd. 6LD 3037 2827 1% 4 1% 10 14 0.30% 4680 Hypoluxo Road Lawrence Rd. to Coneress Ave. 6LD 2286 2305 3% 11 3% 30 41 0.88% 4680 Con"'ess Ave to Hioh Rid~ Road 6LD 3202 3294 1% 4 1% 10 14 0.30% 4680 Hil'h Rid"" Road to 1-95 6LD 3202 3294 1% 4 0% 0 4 0.09% 4680 1-95 to Seaaest Boulevard 4LD 2458 2917 1% 4 1% 10 14 0.45% 3110 I"" Road to EI Clair Ranch Road 6LD 1417 1539 1% 4 2% 20 24 0.51% 4680 EI Clair Ranch Road to Militarv Trail 6LD 1417 1539 3% 11 2% 20 31 0.66% 4680 Militarv Trail to Lawrence Rd. 6LD 1974 2233 4% 15 8% 79 94 2.01% 4680 Lawrence Rd. to Congress Ave. 6LD 2353 2797 7% 26 13% 128 154 3.29% 4680 Gateway Boulevard Coneress Ave to Site 4LD 2475 2661 2% 7 1% 10 17 0.55% 3110 Site to Hil'h Rid"" Road 4LD 2475 2661 20% 74 14% 138 212 6.82% 3110 HT,;h Rid.... Road to 1-95 6LD 2858 2860 14% 52 9% 89 141 3.01% 4680 1-95 to Seaaeasl Blvd 3L 1994 2003 6% 22 5% 49 71 2.28% 3110 Seacreasl Blvd to Federal Hil'hwav 3L 915 1059 4% 15 2% 20 35 1.13% 3110 Militarv Trail to Lawrence Rd. 4LD 1009 1525 4% 15 4% 39 54 1.74% 3110 Old Boynton Rd Lawrence Rd. to Coneress Ave. 4LD 1042 1857 10% 37 10% 99 136 4.37% 3110 Coneress Ave to Bnvnton Beach Blvd 2L 760 1111 23% 86 15% 148 234 16.03% 1460 Joe Road to EI Clair Ranch Road 6LD 2662 3172 2% 7 3% 30 37 0.79% 4680 EI Clair Ranch Road to Military Trail 6LD 2619 3646 4% 15 7% 69 84 1.79% 4680 Mititarv Trail to Lawrence Rd. 6LD 2676 3363 3% 11 8% 79 90 1.92% 4680 Boynton Beach Blvd Lawrence Rd. to Coneress Ave. 6LD 2417 3199 5% 19 9% 89 108 2.31% 4680 Con.,,,,, Ave to Old Boynton Road 6LD 1979 2677 2% 7 1% 10 17 0.55% 3110 Old Bnvnton Road to 1-95 6LD 3009 3547 19% 71 12% 118 189 4.04% 4680 1-95 to Seaaest Boulevard 4LD 2385 2724 8% 30 6% 59 89 2.86% 3110 Seaaest Boulevard to Federal Hil'hwav 4LD 1150 1514 5% 19 3% 30 49 1.58% 3110 Militarv Trail to Lawrence Rd. 4LD 2169 2221 1% 4 2% 20 24 0.77% 3110 Lawrence Rd. to Coneress Ave. 4LD 3180 3385 1% 4 4% 39 43 1.3Mb 3110 Woolbright Road Coneress Ave to 1-95 6LD 3180 3385 1% 4 2% 20 24 0.51% 4680 1-95 to Seacrest Boulevard 4LD 2840 3125 3% 11 2% 20 31 1.00% 3110 Seacrest Boulevard to Federal Hiehwav 4LD 893 1178 1% 4 1% 10 14 0.45% 3110 East of Federal Hil'hwav 4LD NA NA 1% 4 0"'- 0 4 0.13% 3110 Militarv Trail to Coneress Avenue 2L 1171 1194 0% 0 0% 0 0 0.00% 1460 Golf Road ConPfPSS Avenue to 1-95 2L 1394 1326 0% 0 1% 10 10 0.68% 1460 1-95 to Seacrest Boulevard 2l 1650 1462 0% 0 0% 0 0 0.00% 1460 Lantana Road to Hvnoluxo Road 6LD 3308 3079 0% 0 1% 10 10 0.21% 4680 Hvooluxo Road to Gatewav Boulevard 6LD 3394 3239 2% 7 5% 49 56 1.20% 4680 Military Trail Gatewav Boulevard to Old Bovnton Road 6LD 3394 3239 2% 7 1% 10 17 0.36% 4680 Old ~ Road to Bovnton Beach Blvd 6LD 3394 3239 2% 7 2% 20 27 0.58% 4680 I Bovnlon Beach Blvd to Woo/brieht Road 6LD 3429 3544 1% 4 3% 30 34 0.73% 4680 Hvoo/uxo Road to Gatewav 80ulevard 4LD 1594 1426 1% 4 1% 10 14 0.45% 3110 Lawrence Road Gatewav Boulevard to Old Boynton Road 4LD 1048 1369 1% 4 2% 20 24 0.77% 3110 Ol~nton Road to Bovnton Beach Blvd 4LD 1048 1369 1% 4 1% 10 14 0.45% 3110 I Bovnton Beach Blvd to Woolbril'ht Road 4LD 637 748 1% 4 1% 10 14 0.45% 3110 Maleleuca Lane 10 lantana Road 4LD 2965 3191 3% 11 2% 20 31 1.00% 3110 Lantana Road to Hvoo/uxo Road 4LD 2174 2563 5% 19 5% 49 68 2.19% 3110 H.;;;;;I;"o Road to Gatewav Boulevard 6LD 2365 3022 10% 37 12% 118 155 3.31% 4680 Gatewav Boulevard to Site 6LD 2583 3559 21% 78 29% 286 364 7.78% 4680 Congress Avenue Site to Old Rovnton Road 6LD 2583 3559 28% 104 34% 335 439 9.38% 4680 Old Bnvnton Road to Boynton Beach Blvd 6LD 2583 3559 19% 71 27% 266 337 7.20% 4680 BOVnton Beach Blvd to Woo/bril'ht Road 6LD 2129 2728 12% 45 14% 138 183 3.91% 4680 Woo/bril'ht Road to Golf Road 6LD 2768 2871 8% 30 4% 39 69 1.47% 4680 Golf Road to Lake Ida Road 6LD 3195 3363 7% 26 2% 20 46 0.93% 4680 High Ridge Road Lantana Road to Hvnoluxo Road 2L NA NA 0% 0 1% 10 10 0.68% 1460 Hvnoluxo Road to Gatewav Boulevard 2L 728 565 1% 4 2% 20 24 1.64% 1460 Hyooluxo Road to Gateway Boulevard 4LD 784 1093 2% 7 2% 20 27 0.87% 3110 Gateway Blvd to Bovnton Beach Blvd 4LD 1006 1291 0% 0 1% 10 10 0.32% 3110 Seacresl Boulevard Il<>vnton Beach Blvd to Woo/brieht Road 4LD 1209 1562 2% 7 2% 20 27 0.87% 3110 Woo/brieht Road to Go~ Road 4LD 1811 1881 1% 4 1% 10 14 0.45% 3110 Golf Road to Geot- Bush Blvd 4LD 1811 1881 1% 4 1% 10 14 0.45% 3110 HvooIuxo Road to Gateway Boulevard 4LD 1610 1848 2% 7 1% 10 17 0.55% 3110 US.l Gateway Blvd to ~ton Beach Blvd 4LD 1800 2253 2% 7 0% 0 7 0.23% 3110 Boynton Beach Blvd to Woolbricl1t Road 4LD 2069 2353 2% 7 1% 10 17 0.55% 3110 Lantana Road to Hvoo/uxo Road 6EX 10% 37 3% 30 67 0.50% 13420 H"""'uxo Road to Gatewav Boulevard 6EX 9% 33 4% 39 72 0.54% 13420 1-95 r -""""", Blvd to Rnvnton Beach Blvd 6EX 0% 0 0""" 0 0 0.00% 13420 Bnvnton Beach Blvd to Woo/brieht Road 6EX 13% 48 6% 59 107 0.80% 13420 Woolbril'ht Road to Atlantic Blvd 6EX 9% 33 7% 69 102 0.76% 13420 Exhibit 4 Winchester Historic Growth #Pr(D4.022 -'" 04-022 6-16-04;0.><1. 0/13f2004 Dailv Traffic Volumes Growth Road_ 2000 2003 IbIE Lanbna Road Lawrence Rd. to ~ Ave. N/A 45,730 /Year ~ Ave to Hilt' Ridge Road 34,169 41,982 7.1,,,, /Year HypoIuxo Road HawrhiO Rd to Military Trail 22,359 25,166 4.02'" /Year Military Trail to Lawrence Rd. 29,810 32,955 3.4O'j(, /Year Lawrence Rd. to ~ Ave. 31,741 28,596 -3.42'" /Year Co<'lJ"'l' Ave to 1-95 37,175 38,256 0.96'" /Year 1-95 to Seacrest BlW 32,196 34,763 2.59'10 /Year GateW<I)' Boulevard Jog Rd to Military Trail 12,809 16,971 9.83'" /Year Military Trail to Lawrence Rd. 21,641 25,252 5.28"'/year Lawrence Rd. to ~ Ave. 27,973 30,922 3.4O'j(, /year ~ Ave 10 Hilt' Ridge Road 28,628 31,838 3.61'" /Year Hilt' Ridgl> Road to 1.95 30,031 36,274 6.51).,; /Year 1-9510 Seacrest Boulevatd 21,478 24,279 4.17'" /Year Old Boynton ReI Military T raJllo Lawrence Rd 15,888 18,783 5.74'" /Year Lawrence Rd. 10 Congress Ave. 18,654 22,301 6.13'" /Year Congress Ave 10 Boynton Beach Blvd 12,656 12,861 0.54" /Year Boynton Beach Blvd Jog Road 10 EI Clair Ranch Road 33,167 39,390 5.90')(. /Year EI Clair Ranch Road 10 Military Trail 37,168 43,380 5.29'10 /Year Military T raJllo Lawrence Rd. 31,748 40,802 8.72'" /Year Lawrence Rd. to ~ Ave. 32,223 40,530 7.95" /Year Old Boynton Road 10 1.95 43,117 45,692 1.95" /Year 1-95 10 Seacrest Boulevatd 30,765 34,330 3.72" /Year Seacrest Boulevatd to Federal Highway 14,687 18,951 8.87" /Year WooIbriE/lt ReI Military T raJllo ~ Ave. 24,278 26,921 3.51).,; /Year Old Boynton Road to 1-95 36,722 44,979 6.99'Jl', /year 1-9510 Seacrest Boulevatd 37,261 39,710 2.14" /Year Seacrest Boulevard 10 AlA 16,384 12,226 -9.3~ /Year Coif Road Military T raJllo Conwess Avenue 11,589 13,370 4.88" /Year Congress Avenue to 1-95 13,611 15,145 3.62" /Year 1-9510 Seacrest Boulevard 12,639 17,379 11.2~ /Year Military Trail Lantana Road 10 Hypoluxo Road 34,794 37,509 2.54" /Year Hypoluxo Road 10 Gateway Boulevard 32,983 37,052 3.95" /Year Gateway Boulevatd 10 Boynton Beach Blvd 36,074 N/A /Year Boynton Beach Blvd 10 WooIbrijttt Road 37,051 42,920 5.02'" /Year Lawrence Rd Hypoluxo Road 10 Gateway Boulevatd 13,842 15,444 3.72'" /Year Gateway Boulevard to Boynton Beach Blvd 13,754 15,311 3.64" /Year Boynton Beach Blvd 10 WooIbriJtrt Road 8,374 8,726 1.38" /Year ~Avenue MaIeIeuca Lane 10 Lantana Road 33,532 39,012 5.18'" /Year Lantana Road 10 Hypoluxo Road 23,902 30,174 8.08" /Year Hypoluxo Road to Gateway Boulevatd 27,215 35,205 8.96" /Year Gateway Boulevatd 10 Old Boynton Road 33,917 45,068 9.94" /Year Boynton Beach Blvd 10 WooIbriJtrt Road 33,424 33,240 -0.18" /year WooIbrijttt Road 10 Golf Road 35,590 34,897 -0.65" /Year Golf Road to Lake Ida Road 34,326 39,570 4.85" /Year Hit1J Ridge Road HypoIuxo Road 10 Gateway Boulevatd 5,552 5,592 0.24" /Year Seacrest Boulevard Hypoluxo Road to Gateway Boulevatd 14,477 10,124 -11.24'" /Year Gateway Boulevard to Boynton Beach BlW 13,714 14,917 2.~ /Year Boynton Beach Blvd 10 WooIbriJtrt Road 17,056 17,610 1.07" /Year WooIbrijttt Road to Golf Road 20,595 23,325 4.24")'. /Year US 1 (Federal Hit1Jwarl Hypoluxo Road to Gateway Boulevatd 16,881 20,889 7.36" /Year Gateway Boulevatd to Old Boynton Road 19,353 24,627 8.36'" /Year Boynton Beach Blvd 10 WooIbrijttt Road 25,997 29,466 4.26" /Year Areawide 1,248,896 1,414,682 4.24" /Year N ~ ~ q.i~ 8~~ ....N?:! <l.~~ 'lON N e 0l- e S .E 1.: ~ S- en ';;; 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'" :; ::s t55~ :J~..t: ~ u: ~ I-i- t>O 11 ...J ~ .!:: ::s '" 0 E ...8 ::s -0 i= ... 0 "'-0 v>>-c='ClJ 3 5...8 .!::! ~c?J...8~,g --o.c:.oo.. ~ '" t: III 0 ra ::J 0 t t pJ5z-o'" ._....,...2~ ~~-gcc~ ~ .~~~ .g~B~i ~ ~~.sL.U ~ :: 0 '" '" SSlXl~~ .=: ",::g co .::::. ~ClO---o ~~~11~ o ::s ::s O.c:. .~ai~~~ -o~~.sQJ ai ::l ::l ~ ~ 2:~QJOO <oo~coc QJ "''''-0>- ~88o~ sa #PTC04-022 12/17/2004 Arterial Analysis Summary 12-17-04 Exhibit 8 Winchester Optional Analysis III - Arterial Analysis (1) 2008 Peak Hour Travel Speed Arterial (MPH) LOS Gateway Boulevard Congress Avenue to 1-95 Westbound AM 17.5 0 Eastbound PM 21.0 0 (1) See Appendix E for arterial analyses. L.l.J ::> z L.l.J > <( lJl lJl L.l.J ~ lJ Z o u WINCHESTER 78 (102) 3251 LEGEND - AM PEAK HOUR - PM PEAK HOUR - ADT EXHIBIT 9 PROJECT DRIVEWAY VOLUMES 12/20/04 04-022 ~ Exhibit lOA Winchester Phasing Analysis Old Boynton Rd - Five (5) Laning from Congress Ave to Boynton Beach Blvd Existing Year 2008 Reserve (1460 - Existing) Total Growth % Growth Allowed ( Reserve/T otal Growth) Net New External PM Peak Hour Trips Generated Phased New External PM Peak Hour Trips Allowed I PM Peak Hour Volume 1,111 1,604 349 493 71% 1,357 9631 Congress Avenue - Six (6) Laning from Lantana Rd to Hypoluxo Rd Existing Year 2008 Reserve (3110 - Existing) Total Growth % Growth Allowed ( Reserve/T otal Growth) Net New External PM Peak Hour Trips Generated Phased New External PM Peak Hour Trips Allowed I PM Peak Hour Volume 2,563 3,222 547 659 83% 1,357 1 ,126 I Congress Avenue - Six (6) Laning from Melaleuca Lane to Lantana Rd Impact on Congress Ave north of Lantana Rd % Assignment to Link Phased Volume Allowed on Link ( 1 % of 311 0) Phased New External Daily Trips Allowed (31 12.3%)' 2.3% (2) 31 1,348 I #PTC04-022 12/20/2004 link phasing 04-0228-20-04 at.xls Page 1 of 1 Development Scenario (1) Residential - Multi-Family 1,120 Retail 180,000 Development Scenario (1) Residential - Multi-Family 1,120 Retail 270,000 Development Scenario (1) Residential - Multi-Family Retail Office DUs SF DUs SF 1,120 DUs 392,000 SF 10,000 SF (1) Represents only a potential development scenario. Other land uses mixes could be developed. (2) Percent assigned based on wieghted average for Residential and Commercial assignment. (3%*371 +2%*986)/(371 +986)= 2.3% Exhibit lOB Winchester Intersection Phasing Analysis Intersection Phasing - Congress Avenue I Gateway Blvd 1. 6 lane Gateway Blvd Existing Year 2008 Reserve (1400 - Existing) T olal Growth 'j(, Growth Allowed ( Rese~ olal Growth) Net New ExtemaI PM Peak Hour Trips GenefaIed Phased New External PM Peak Hour Trips Allowed 1 2. Eastbound Right Turn lane Existing with Imp 1 Year 2008 with Imp 1 Reserve (1400 - Existing) T olal Growth 'j(, Growth Allowed ( Rese~ otal Growth) Net New ExtemaI PM Peak Hour Trips Generated Phased New External PM Peak Hour Trips A1lowedl 3. Southbound Right Turn lane Existing with Imp 1 & 2 Year 2008 with Imp 1 & 2 ResenIe (1400 - Existing) Total Growth 'j(, Growth Allowed ( Rese~ olal Growth) Net New External PM Peak Hour Trips Generated Phased New External PM Peak Hour Trips Allowed 1 Intersection Phasing - Congress Avenue IOld Boynton..Kuad 1. Northbound Dual left turn lanes Existing Year 2008 Reserve (1400 - Existing) T olal Growth 'j(, Growth Allowed ( Reserve/T otal Growth) Net New External PM Peak Hour Trips Generated phased New External PM Peak Hour Trips Allowed 1 2. Eastbound Dual left Turn lane or CRAllS Existing with Imp 1 Year 2008 with Imp 1 Reserve (1400 - Existing) Total Growth 'j(, Growth Allowed ( Rese~ otal Growth) Net New External PM Peak Hour Trips Generated Phased New External PM Peak Hour Trips Allowed 1 PM Peak Hour Crit... Volume (21 1,351 1,705 49 354 14% 1,357 190 I PM Peak Hour Crit Volume (21 1,187 1,511 213 324 660/. 1,357 8961 PM Peak Hour Crit Volume (2\ 1,166 1,477 234 311 750/. 1,357 1,0181 PM Peak Hour Crit Volume (2\ 1,275 1,640 125 365 340/. 1,357 461 1 PM Peak Hour Crit Volume (2) 1,230 1,546 170 316 54% 1,357 7331 f'JevAopmAnt SrPfUrio (1) Retail OR Residential I1eveIQpment Scenario (1) Retail Residential DP-velopment Scenario (1) Retail Residential OR Retail Residential rJevP.lopment Scenario (1) Retail Residential OR Retail I1evelopm""t Sc,,"ario III Retail Residential OR Retail 1. Southbound Dual left Turn lane Intersection Phasing - Old Bnynton Road I Bnynton Beach Boulevard PM Peak Hour ("-lit Volume (2\ Existing 1,091 Year 2008 1,439 Reserve (1400 - Existing) 309 Total Growth 348 'j(, Growth Allowed ( Rese~ olal Growth) 890/. Net New External PM Peak Hour Trips GenefaIed 1,357 phased New External PM Peak Hour Trips A1lowedl 1,208 1 r1Pvplopment Sc:pnario 111 Retail Residential OR Retail Residential (1) Represents only potential development scenarios. Other land uses mixes could be developed. (2) See Appendix D for inter.;ection analysis. #PTCll3-107 12120/2004 intersection phasing04-02212-13-04 alxls Pagelof1 32,000 SF 400 Dus 250,000 SF 450 Ous 250,000 SF 890 Dus 399,000 SF 40 Dus 60,000 SF 450 Dus 124,000 SF 175,000 SF 450 Dus 250,000 5F 320,000 SF 1,120 Ous 399,000 SF 550 Dus JAMAR Technologies, Inc. Page 1 151 Keith Valley Road Harsham, PA 19044 Site Code: 4665 Change These in the Preferences Screen Station 10: LANTANA RO 450' W OF CONGRESS AVE Latitude: 0' 0.000 Undefined Slart OS-Feb-03 E1A Hour T olals W/A Hour Totals Combined Totals Time Wed Momin Afternoon Momin Afternoon Momin Aftemoon Momin Afternoon Momin Aftemoon 12:00 64 324 36 304 100 628 .12:15 .45 353. 30 284 75 637 12:30 46 313 37 304 83 617 12:45 34 319 189 1309 22 314 125 . 1206 56 633 01:00 32 293 17 347 49 640 01:15 31 337 23 309 54 646 01:30 22 319 17 329 39 648 01:"5 17 380 102 1329 15 316. 72 1301 32 696 02:00 15 346 11 359 26 705 02:15 24 381 11 372 35 753 02:30 20 335 14 343 34 678 O~>45 . 11 398 70 1460 16 371 52 1445 2:1 769 03:00 17 459 16 33 869 03:15 16 462 15 31 848 03:30 18 440 28 46 817 03:45 11 484 62 1845 19, 78 1551 30 862 04:00 9 497 21 368 30 865 04:15 13 529 23 349 36 878 04:30 11 545 38 392 49 937 04:45 10 43 2082 27 387 109 1496 37 .. 05:00 21 66 360 87 05:15 24 66 408 90 05:30 34 106 359 140 "J 05:45 69 148 2197 137 388 375 1515 206 .847 06:00 73 496 193 330 266 826 06:15 154 453 291 375 445 828 06:30 230 405 313 354 543 759 06:45. 315 440 772 1794 423 308 1220 1367 738 748 07:00 357 471 265 818 622 . 07:1.5 374 219 593 07:30 300 196 496 07:45 290 1367 1321 155 2356 835 445 08:00 280 262 169 431 06:15 306 222 476 157 782 379 08:30 244 278 469 146 713 424 08:45 258 237 1088 999 448 173 1944 645 706 410 09:00 233 252 388 159 621 411 09:15 248 240 322 142 570 382 09:30 244 187 336 116 580 303 09:4$ 220 152 945 831 337 121 1383 538 557 273 10:00 249 168 309 100 558 268 10:15 247 172 308 100 555 2:12 10:30 270 118 352 98 622 216 10:45 298 105 1064 563 307 101 1276 399 605 206 11:00 234 96 313 92 547 188 11:15 264 103 280 69 544 172 11:30 327 73 270 52 597 125 11:45 295 54 1120 326 303 37 1166 250 598 91 Total 6970 16056 10156 12548 17126 28604 Percent 30.3% 69.7% 44.7% 55.3% 37.5% 62.5% Combine 23026 22704 45730 d Total Peak 07:00 04:45 07:15 03:00 07:15 04:45 Volume 1367 2249 2436 1551 3736 3763 P.H.F. 0.955 0.936 0.912 0.946 0.923 0.978 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000004623 Station 10: LANTANA RO 465' E OF CONGRESS AV Latitude: 0' 0.000 Undefined Start 05-Feb-03 EtA Hour Totals WtA Hour T Dials Combined T Dials Time Wed Mom. Afternoon Mom. Afternoon Morning Afternoon Afternoon Momin Afternoon 12:00 38 277 59 293 97 570 12:15 36 3.14 42 326 78 640 12:30 32 297 42 314 74 611 12:45 23 323 129 1211 28 266 171 1199 51 589 01:00 19 310 26 292 45 602 01:15 19 360 25 289 44 649 01:30 15 339 19 316 34 655 01:45 14 304 67 1313 14 316 84 1213 28 620 02:00 13 334 13 329 26 663 02:15 15 354 .17 335 32 689 02:30 11 354 13 310 24 664 02:45 19 339 58 1381 5 378 48 1352 24 717 03:00 12 394 20 411 32 805 03:15 16 413 20 42& 36 841 03:30 30 390 9 434 39 824 03:45 15 :355 73 1552 12 420 61 1693 "Zl 775 04:00 22 327 13 425 35 752 04:15 18 367 11 450 29 817 04:30 34 14 430 48 808 04:45.. 27 101 14$2 9 411 47 1716 36 05:00 58 26 84 05:15 67 37 104 05:30 90 341 40 130 05:45 129 340 344 1461 73 176 1862 202 770 06:00 154 341 81 467 235 808 Q6f!5 223 319 136 368 359 687 06:30 279 343 254 389 533 732 06:45 311 293 967 1296 284 354 755 1578 595 647 07:00 364 271 313 700 584 07:15 217 273 490 07:30 179 252 431 07:45 161 1794 828 208 1408 1046 369 08:00 161 333 206 367 08:15 391 158 281 186 012 344 08:30 403 159 242 215 645 374 .Q13:~ 375 145 1627 623 268 207 1124 814 643 352 09:00 323 153 244 191 567 344 09:15 316 134 211 179 527 313 09:30 288 126 260 163 548 289 09:45 308 119 1235 532 209 131 924 664 517 250 10:00 306 101 202 141 508 242 10:15 335 95 237 139 572 234 10:30 316 88 247 103 563 191 10:45 310 83 1267 367 280 94 966 477 590 177 11:00 293 84 242 87 535 171 11:15 308 72 286 99 594 171 11:30 298 66 287 51 585 117 11:45 351 36 1250 258 282 54 1097 291 633 90 Total 8912 12304 6861 13905 15773 26209 Percent 42.0% 58.0% 33.0% 67.0% 37.6% 62.4% Combined 21216 20766 41982 Total Peak 07:15 04:30 07:00 05:00 07:15 04:45 Volume 1888 1568 1408 1862 3293 3374 P.H.F. 0.929 0.947 0.893 0.939 0.913 0.966 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach. FL 33406 StteCode:OOOOOOO04629 Station ID: HYPOLUXO RD 500' E OF JOG RD Latitude: O' 0.000 Undefined Start 03-FelHl3 E/A Hour Totals W/A Hour Totals Combined Totals Time Man Mom. Afternoon Momin Afternoon Afternoon Mom. Afternoon Morning Afternoon 12:00 16 164 18 161 34 325 .12:15 22 176 14 144 36 320 12:30 13 166 7 133 20 299 1Z:~ 11 1.63 62 669 8 1.42 47 500 19 305 01:00 12 185 3 151 15 342 01:15 8 180 3 166 11 346 01:30 8 184 4 157 12 341 01:45 8 231 36 780 6 190 16 670 14 421 02:00 6 260 6 166 12 426 02:15 5 234 1 237 6 471 02:30 10 203 3 197 13 400 02;45 4 202 25 899 4 183 14 783 8 385 03:00 5 311 3 192 8 503 Q3:1~i . 3 265 1 ..197 '" 462 03:30 2 246 6 207 8 453 03:45 ~.. 291 13 1113 6 ZOO 16 805 9 500 04:00 4 279 3 242 7 521 04:15 8 284 3 259 11 543 04:30 8 245 10 214 18 459 04=45 15 234- 35 1042 14 216 30 931 29 450 05:00 12 14 257 26 518 05:15 21 16 37 05:30 30 29 59 >05:45 44 107 1121 41 106 . 1009 91 06:00 77 256 54 131 06:15 98 ~... 76 233 174 486 06:30 130 217 173 197 303 414 06;45 166 207 471 933 211 186 514 893 377 393 07:00 218 159 176 335 07:15 180 157 337 07:30 213 147 360 07:45 130 1113 682 118 1261 598 248 08:00 ~$ 145 256 81 512 226 ~:15 228 128 197 95 425 223 08:30 208 145 224 93 432 238 08:45 228 170 92Q 588 217 100 894 369 445 270 09:00 162 101 187 84 349 185 09:15 173 94 159 55 332 149 09:30 144 94 152 58 296 152 09:45 114 87 593 376 151 56 649 253 265 143 10:00 131 85 146 64 277 149 10:15 145 81 170 51 315 132 10:30 142 56 131 40 273 96 10:45 120 46 538 268 134 33 581 188 254 79 11;00 161 47 137 33 298 80 11:15 157 45 173 27 330 72 11:30 169 29 171 26 340 55 11:45 184 32 671 153 158 26 639 112 342 58 Total 4584 8624 4767 7191 9351 15815 Percent 34.7% 65.3% 39.9% 60.1% 37.2% 62.8% Combined 13208 11958 25166 Total Peak 07:15 05:00 07:00 05:15 07:00 05:15 Volume 1151 1121 1261 1029 2374 2145 PHF. 0.832 0.884 0.832 0.929 0.890 0.942 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000004607 Station 10: HYPOLUXO RO 300'E OF MILITARY TR Latitude: 0' 0.000 Undefined Start 26-Mar -03 EtA Hour Totals WtA Hour T olals Combined Tolals Time Wed Mom' Afternoon Mom' Afternoon Afternoon Mom' Afternoon Momin Afternoon 12:00 36 207 33 215 69 422 12:15 40' 195 30 226 70 421 12:30 28 203 19 190 47 393 12:45 22 187 126 .792 2Q 192 102 823 42 379 01:00 18 212 13 220 31 432 Ot:15 21 '216 .8 209 29 425 01:30 30 213 16 249 46 462 01:4$ 16 188 85 829 10 212 47 .890 26 400 02:00 21 303 12 207 33 510 02:15' 16 246 10 ,224 26 410 02:30 11 212 8 259 19 471 02:45 19 355 67. 1116 14 298 44 988 33 653 03:00 9 358 17 284 26 642 03:15 3. 280 15 261 18 567 03:30 6 290 10 283 16 573 03:41> 9 2~ 21 H81 12 261 54 1115 21 514 04:00 5 312 20 278 25 590 04:1$ 11 260 13 308 24 568 04:30 12 324 18 304 30 628 04:45 18 "366 46 1262 33 303 84 .1193 51 669 05:00 12 319 32 310 44 629 05:15 31 54 .' 85 05:30 41 61 102 05:45 78 162 1469 79 226 1282 157 06:00 80 109 189 06:15 111i.. 31& 140t 275 261 585 06:30 176 369 223 277 399 646 06:45 242 319 615 1365 339 249 815 1139 581 568 07:00 261 236 497 07:1~ 249 202 451 07:30 222 170 392 07:45 163 1403 915 163 1634 346 08:00 265 185 318 175 583 360 08:1& 260 203 271 176 531 379 08:30 188 161 269 218 457 379 08:45 209 193 922 742 ZZl 151 1085 720 . 436 344 09:00 170 188 243 131 413 319 09:15 160 159 193 109 353 268 09:30 176 187 172 131 348 318 09:45 170 120 676 654 214 121 822 492 384 241 10:00 155 151 182 116 337 267 10:15 166 108 184 96 350 204 10:30 178 97 188 82 366 179 10:45 156 90 655 446 188 57 742 351 344 147 11:00 189 83 204 55 393 138 11:15 186 60 197 47 383 107 11:30 169 67 216 35 385 102 11:45 197 41 741 251 195 40 812 177 392 81 T ota! 5525 11022 6467 9941 11992 20963 Percent 33.4% 66.6% 39.4% 60.6% 36.4% 63.6% Cor1'1bWled 16547 16408 32955 T ota! Peak 07:00 05:15 07:00 05:15 07:00 05:15 Volume 1403 1517 1634 1310 3037 2827 P.HF. 0.868 0.960 0.952 0.910 0.911 0.972 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 4621 Station 10: HYPOLUXO RO 600' W OF CONGRESS AV Latitude: 0' 0.000 Undefined Start 03-Feb-OO E/A Hour Totals W/A Hour T olals Combined Totals Time Moo Momin Afternoon Mom" Afternoon Moming Afternoon Mom. Afternoon Mom" Afternoon 12:00 32 159 32 209 64 368 12:15 29 173 20 198 49 371 12:30 37 162 24 196 61 358 12:45 18 195 116 689 9 21Q as 813 2:T 40~ 01:00 16 191 11 189 27 380 01:15 10 196 15 203 25 399 01:30 25 198 10 186 35 384 01:45 15 210 66 795 10 194 46 772 25 404 02:00 11 189 10 268 21 457 02:15 11 25"'( 9 266 20 523 02:30 7 201 6 273 13 474 02:45 6 239 35 886 10 250 35 1957 16 489 03:00 7 227 12 270 19 497 03:15 1 267. 15 261 16 528 03:30 4 242 11 259 15 501 03:45. 8 252 20 988 13 263 51 1053 21 515 04:00 11 290 22 259 33 549 04:15 7 287 20 252 27 539 04:30 7 288 20 288 27 576 04:45 11 """246 36 :1111 35 97 1092 46 539 05:00 5 230 32 37 530 05:15 16 192 48 64 494 05:30 14 57 71 05:45 44 79 1047 92 255 229 1151 136 06:00 63 106 307 169 06:1~ 56 146 223 202 06:30 92 295 202 247 294 542 06:45 142 254 353 1150 223 244 677 1021 365 498 07:00 204 273 224 474 428 07:15 223 213 436 07:30 216 162 378 07:45 171 884 814 168 1366 767 339 08:00 168 165 ~ 134 299 08:.15 164 189 323 135 487 324 08:30 151 187 272 135 423 322 08:45 159 164 642. 705 251 111 1188 515 410 275 09:00 136 119 248 108 384 227 09:15 146 144 221 86 367 230 09:30 135 147 176 111 311 258 09:45 126 99 543 509 209 120 854 425 335 219 10:00 107 96 201 79 308 175 10:15 152 89 213 83 365 172 10:30 143 105 191 72 334 177 10:45 121 71 523 361 194 57 799 291 315 128 11:00 165 73 216 60 381 133 11:15 157 65 172 50 329 115 11:30 148 41 210 25 358 66 11:45 175 51 645 230 211 41 809 176 386 92 T olal 3942 9285 6236 9133 10178 18418 Percent 29.8% 70.2% 40.6% 59.4% 35.6% 64.4% Combined 13227 15369 28596 Total Peak 07:00 05:30 07:15 04:45 07:15 05:30 Volume 884 1226 1435 1189 2286 2305 PHF. 0.870 0.970 0.869 0.968 0.857 0.949 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000004211 Station ID: HYPOLUXO RD 300' W OF 1-95 Latitude: 0' 0.000 Undefined Start 26-Mar-03 E/A Hour Totals W/A Hour Totals Combined Totals Time Wed Morning Afternoon Mom. Afternoon Morning Afternoon Morning Afternoon Mom. Afternoon 12:00 40 254 42 274 82 528 12:15 47 264 26 276 73 540 12:30 37 245 22 270 59 515 12:45 38 ~ 162 ' "QIil6" 27 2~ .117 1052 65 455 01:00 28 242 26 255 54 497 01t15 23 233 "12 292 35 525 01:30 28 249 11 260 39 509 01:45 13 230 92 954 20 262" 69 1069 33- 492 02:00 20 253 12 224 32 477 02;15 19 228 11 25'1 30 485 02:30 9 272 5 279 14 551 02:45 15 289 Q3 1042 12 302 40 1062 27 591 03:00 9 273 24 338 33 611 03:15 9 .g85 9 18 661 03:30 10 316 16 26 689 93:-45 11 347 39 1~1 '18 67 1438 29 698 04:00 10 376 21 31 725 04:15 18 365 24 329 42 694 04:30 24 428 39 341 63- 769 04:45 31 420 83. 1589 ~ "308 132 1327 79 728 05:00 34 50 359 84 05:15 39 74 372 113 05:30 36 74 364 110 05:.t5 68 177 1814 114 325 312 1420 182 06:00 80 446 161 296 241 742 66:15" 100 450 217 303- 320 753 06:30 165 423 276 305 441 728 06:45 231 328 579 1647 304 284 958 535 612 07:00 266 293 422 280 688 573 07:15 309 21Z 521 07:30 247 209 456 07:45 218 1363- 1067 191 1796 409 08:00 219 159 378 08:15 213 218 396 175 609 393 08:30 202 199 374 196 576 395 08:45 214 168 903 804 3ZT 181 1554 711 541 349 09:00 206 179 299 174 505 353 09:15 181 200 304 151 485 351 09:30 211 169 237 154 448 323 09:45 190 171 788 719 245 126 1085 605 435 297 10:00 212 146 256 135 468 281 10:15 200 108 244 114 444 222 10:30 200 131 251 97 451 228 10:45 222 88 834 473 265 81 1016 427 487 169 11:00 223 102 228 68 451 170 11:15 242 85 258 65 500 150 11:30 238 73 263 55 501 128 11:45 229 47 932 307 244 40 993 228 473 87 Total 6015 12683 8139 11419 14154 24102 Percent 32.2% 67.8% 41.6% 58.4% 37.0% 63.0% Combined 18698 19558 38256 Total Peak 07:15 05:00 07:15 03:15 07:15 05:00 Volume 1371 1874 1831 1449 3202 3294 PHF. 0.848 0.945 0.936 0.963- 0.896 0.949 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000004313 Station 10: HYPOLUXO RO 300' E OF 1-95 Latitude: 0' 0.000 Undefined Start 04-Feb-03 E/A Hour Totals W/A Hour Totals Combined Totals lime Tue Mom. Afternoon Mom. Afternoon Momin Afternoon Morning Afternoon Mom" Afternoon 12:00 30 270 52 273 82 543 12:15 35 263 49 277 84 540 12:30 29 254 31 267 60 521 12.'45 17 .272,.- 111 .1059 37 297 169 1114 54 569 01:00 19 243 31 300 50 543 01A5 - '-, 15 290 28 297 43 587 01:30 18 268 15 269 33 537 0~:45 19 297 71 1098 15 254 89 1120 34 551 02:00 16 275 14 261 30 536 02:15 10 - 11 279 21 545 02:30 13 263 18 288 31 551 02:45 9 287 48 1091 13 262 56 1090 22 549 03:00 13 293 19 270 32 563 0$;15 15 ~ 9 ;327 ,24 592 03:30 16 362 11 290 27 652 '03:~ 17 365 61 1285 11 50 1230 28 708 04:00 17 331 18 35 655 04:15 12 324 12 24 675 04:30 17 324 16 33 04:4$ 28 7 74 1306 19 '32J 65 1431 47 05:00 35 23 342 58 05:15 42 18 335 60M 05:30 78 35 340 113 704 05:45 93 248 1551 59 320., 135 1337 152 674 06:00 131 338 66 286 197 624 06:15 .187 289 78 321 265 610. 06:30 244 287 127 281 371 568 06:45 276 291 838 135 261 406 1149 411 552 07:00 280 259 189 242 469 501 01:15 270 'ZH 21.8 449 07:30 217 206 423 07:45 176 1237 1.76 1132 842 352 08:00 183 190 373 08:15 170 246 189 533 359 08:30 264 139 251 189 515 328 08:45 239 129 1057 621 239 214 1027 782 478 09:00 219 138 252 184 471 322 09:15 250 147 182 160 432 307 09:30 240 114 175 136 415 250 09:45 222 99 931 498 201 139 810 619 423 238 10:00 220 102 186 129 406 231 10:15 195 83 197 116 392 199 10:30 224 76 191 118 415 194 10:45 215 73 854 334 224 82 798 445 439 155 11:00 216 62 208 83 424 145 11:15 243 59 238 84 481 143 11:30 237 55 242 70 479 125 11:45 239 44 935 220 267 59 955 296 506 103 Total 6465 11151 5692 11455 12157 22606 Percent 36.7% 63.3% 33.2% 66.8% 35.0% 65.0% Corntlnld 17616 17147 34763 Total Peak 07:30 05:00 07:15 03:45 07:15 04:30 Volume 1241 1551 1234 1453 2458 2917 PHF. 0.852 0.875 0.820 0.835 0.879 0.929 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000004659 Station ID: GATEWAY BUNW 22 AVE 500W OF MIUTARYTR Latitude: O' 0.000 Undefined Slart 03-Mar-03 E/A Hour T olals W/A Hour T olals Combined Totals Time Moo Afternoon Morning Afternoon Morning Afternoon M Afternoon Morning Afternoon 12:00 5 113 10 107 15 220 12:15 5 120 9 139 14 259 12:30 6 123 15 134 21 257 12:45 4 117 ~ 413 .6 136 40 516 10 255 01:00 3 107 5 137 8 244 01J.S 2 119 5 134 7 253 01:30 3 122 5 142 8 264 01:45 1 107 9 455 4 141 19 554 5 248 02:00 3 136 3 150 6 286 1)2:15 1 164 3 160 4 324 02:30 3 151 3 152 6 303 02:45 Q 125 7 576 1 131 10 593 1 256 03:00 2 123 0 171 2 294 03:15 3 156 4 159 7 315 03:30 2 147 5 168 7 315 {)3:45 3 121 10 547 3 ' 175 12 673 6 296 04:00 3 167 7 192 10 359 04:15 6 148 5 158 11 306 04:30 8 7 179 15 353 04:45 5 22 .643 9 184 28 713 14 338 05:00 15 8 202 23 05:15 19 12 31 05:30 32 155 20 52 05:45 42 172 108 678 20 00 861 62 06:00 47 148 26 73 351 06:15 61 118 34 181 95 299 06:30 108 181 63 174 171 355 06:45 155 99 371 96 162 219 720 251 261 07:00 178 114 102 140 280 254 07:15 97 133 230 07:30 100 121 221 07:45 69 898 110 471 504 179 08:00 70 ~i{ 85 155 08:15 144 51 96 94 240 145 08:30 164 56 96 94 260 150 06:45 165 45 682 222 111 108 422 381 276 153 09:00 122 43 86 92 208 135 09:15 125 42 90 87 215 129 09:30 147 40 75 75 222 115 09:45 109 32 503 157 86 59 337 313 195 91 10:00 126 42 73 65 199 107 10:15 118 32 93 50 211 82 10:30 126 25 103 41 229 66 10:45 124 30 494 129 92 35 361 191 216 65 11:00 114 18 116 30 230 48 11:15 116 12 101 18 217 30 11:30 119 8 114 15 233 23 11:45 112 12 461 50 117 19 448 82 229 31 Total 3585 4856 2427 6103 6012 10959 Percent 42.5% 57.5% 28.5% 71.5% 35.4% 64.6% Combined 8441 8530 16971 Total Peak 07:15 04:30 07:15 05:15 07:15 05:00 Volume 929 679 488 862 1417 1539 P.HF. 0.880 0.928 0.917 0.909 0.892 0.982 JAMAR Technologies. Inc. Page 1 151 Keith Valley Road Harsham, PA 19044 Site Code: 4649 Change These in the Preferences Screen Station ID: GATEWAY BL 500' E OF MILITARY TR Latitude: O' 0.000 Undefined Start 1O-Mar~3 E1A Hour Tolals W/A Hour Totals Combined Totals Time Man Momi Afternoon Momi Afternoon Momin Afternoon Momi Afternoon Momi Afternoon 12:00 25 177 19 184 44 361 12:15 15 185 21 167 36 352 12:30 13 194 10 194 23 388 1Z;45 19 177 72 733 15 168 65 713 34 345 01:00 12 178 7 204 19 382 OM5 7 186 13 184 20 370 01:30 10 182 11 173 21 355 01:45 9 182 38 728 13 205 44 766 22 387 02:00 11 205 9 198 20 403 '02:15 7 229 7 234 14 463 02:30 3 206 6 240 9 446 Q2:45 5 272 26 912 5 210 27 882 10 482 03:00 5 249 6 217 11 466 03;15 7 230 8 210 15 440 03:30 17 264 4 202 21 466 03:45 6 219 35 962 10 208 28 837 16 427 04:00 15 233 7 231 22 464 O-U5 10 246 8 240 18 486 04:30 19 282 16 238 35 520 04:45 17 286 61 1047 11 227 42 936 28 513 05:00 22 16 251 38 05:15 19 26' 45 05:30 33 33 66 05:45 48 122 1179 44 119 1054 92 06:00 51 253 54 105 518 06:15 89 250 63 240 149 490 06:30 113 252 114 228 227 480 06;45 149 200 399 955 144 224 375 957 293 424 07:00 191 182 201 445 383 07;15 201 148 349 07:30 162 163 325 07:45 127 881 672 116 1052 628 243 08:00 128 245 99 227 08:15 214 129 207 117 421 246 08:30 190 119 182 104 372 223 08:45 190 131 835 507 203 93 837 413 393 224 09:00 151 131 174 84 325 215 09;15 143 146 170 79 313 225 09:30 134 108 184 85 318 193 09;45 150 104 578 489 176 76 704 324 326 180 10:00 114 70 129 71 243 141 10:15 137 72 136 58 273 130 10:30 143 55 152 47 295 102 10:45 152 46 546 243 183 52 600 228 335 98 11:00 160 40 173 34 333 74 11:15 161 33 163 40 324 73 11:30 156 43 174 22 330 65 11:45 154 24 631 140 200 24 710 120 354 48 Total 4224 8567 4603 7858 8827 16425 Percent 33.0% 67.0% 36.9% 63.1% 35.0% 65.0% Combine 12791 12461 25252 d Total Peak 07:15 05:00 07:00 05:15 ~c!P Volume 931 1179 1052 1068 197 2233 P.H.F. 0.966 0.918 0.904 0.957 0.938 . JAMAR Technologies, Inc. Page 1 151 Keith Valley Road Horsham, PA 19044 Site Code: 4625 Change These in the Preferences Screen Station 10: GA TEWA Y BL 1000' W OF CONGRESS AVE Latitude: O' 0.000 Undefined Start ll-Mar-03 E1A Hour Totals W/A Hour Totals Combined Totals TIme Tue Momi AfternOOn Momi Afternoon Momin Afternoon Mom. Afternoon Momi Afternoon 12:00 35 212 21 209 56 421 12:15 29 230 19 214 48 444 12:30 24 207 11 216 35 423 12:45 18 .195 106 844 10 234;.. 61 873 28 429 01:00 12 225 8 230 20 455 01:15 12 216 11 198 23 414 01:30 16 196 14 221 30 417 01:45 11 239 51 876 14 255 47 904 25 494 02:00 16 224 8 241 26 465 02;.15 8 274 1 241 15 515 02:30 5 266 7 261 12 527 02:45 7 315 38 1079 9 243 31 986 16 558 03:00 8 317 5 275 13 592 03:15 .13 282 10 233 23 515 03:30 15 345 10 222 25 567 (l3:45 13 269.. 49 1213 13 244 .~. 974 26 513 04:00 17 304 12 266 29 570 04:15 15 ~50 14 246. 29 596 04:30 18 367 25 246 43 613 ().4:~ 18 353- 6& 1374 30 255 81 1013 48 608 05:00 17 25 262 42 05:15 . 23 42 65 05:30 39 68 107 05:45 35 114 1660 76 211 1137 111 06:00 31 373 101 132 649 06:15 76 307 145 221 562 06:30 102 371 221 244 323 615 06:45 131 252 340 1303 269 246 736 1021 400 498 07:00 156 279 355 242 513 521 07:15. 253 176 429 07:30 204 173 377 07:45 212 834- 943 142 1490 354 08:00 201 146 347 03:15 160 190 326 118 486 308 08:30 148 202 294 94 442 296 08:45 173 177 663 770 270 95 1250 453 443 272 09:00 147 197 238 120 385 317 09:15 143 177 225 97 368 Z74 09:30 141 192 230 80 371 272 09:45 127 141 558 707 226 83 919 380 353 224 10:00 142 121 204 65 346 186 10:15 148 110 191 66 339 176 10:30 148 90 208 51 356 141 10:45 175 76 613 397 211 54 814 236 386 130 11:00 170 62 229 39 399 101 11:15 162 69 223 36 385 105 11:30 166 55 186 33 354 88 11:45 197 47 697 233 232 21 870 129 429 68 Total 4131 11404 6548 8839 10679 20243 Percent 26.6% 73.4% 42.6% 57.4% 34.5% 65.5% Combine 15535 15387 30922 d Total Peak 07:15 05:00 07:15 05:15 ~ ~ Volume 856 1660 1495 1151 235 27 P.H.F. 0.894 0.961 0.930 0.966 0.932 . 0.970 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Bead'l, FL 33406 Site Code: 000000004667 Station 10: GATEWAY BL AT E-4 CANAL BRIDGE Latitude: 0' 0.000 Undefined Start 13-Mar~2 EtA Hour T olals WtA Hour T olals Combined Totals Time Wed Mom. Afternoon Afternoon Momin Afternoon Mom. Afternoon Afternoon 12:00 23 217 41 278 64 495 12:15 33 252 38 274 71 526 12:30 24 228 23 252 47 480 12:45 18 25Q 98 947 14 239 116 1043 32 489 01:00 9 239 21 252 30 491 01:15 18 233 19 235 37 468 01:30 18 213 18 201 36 414 01:45 10 247 55 932 5 237 63 925 15 484 02:00 18 248 14 263 32 511 02:15 .9 9 226 18 512 02:30 9 9 201 18 481 02:45 10 40 1109 6 353 38 1043 16 648 03:00 7 7 357 14 626 03:15 18 251 13 282 31 533 03:30 15 292 12 306 27 598 03:45 19 257 59 1069 19 326 51 1271 38 583 04:00 16 275 29 302 45 577 04:15 18 273 15 311 33 584 04:30 25 255 22 366 47 621 04:45 16 239 75 1042 24 304 90 1283 40 543 05:00 26 233 31 367 57 600 05:15 44 241 32 76 Pi 05:30 61 256 24 85 05:45 72 244. 203 974 53 140 1049 125 06:00 131 263 54 185 06:15 136 ~ 68 311 204 569 06:30 222 216 91 333 313 549 06:45 290 203 779 934 164 291 377 1316 454 494 07:00 215 249 464 07:15 192 241 433 07:30 185 202 387 07:45 159 1504 751 215 971 374 08:00 342 153 225 171 567 324 ~:15 272 111 22U 150 492 261 08:30 272 118 223 140 495 258 08:45 275 126 1161 508 222 138 890 599 497 264 09:00 239 131 157 175 396 306 09:15 197 133 174 136 371 269 09:30 190 129 158 125 348 254 09:45 187 107 813 500 169 98 658 534 356 205 10:00 162 87 192 112 354 199 10:15 196 78 174 86 370 164 10:30 196 71 207 78 403 149 10:45 200 68 754 304 199 84 772 360 399 152 11:00 213 61 197 64 410 125 11:15 185 60 204 59 389 119 11:30 205 53 239 50 444 103 11:45 192 53 795 227 238 52 878 225 430 105 Total 6342 9297 5044 11155 11386 20452 Percent 40.6% 59.4% 31.1% 68.9% 35.8% 64.2% Combined 15639 16199 Total 31838 Peak 07:00 02:15 07:()() 05:15 07:()() 05:15 Volume 1504 1130 971 1657 2475 2661 P.HF. 0.926 0.958 0.927 0.935 0.962 0.952 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000004213 Station 10: GATEWAY BUNW 150'E OF HIGHRIOGE RD Latitude: O' 0.000 Undefined Start C3-Mar-03 E1A Hour Totals W/A Hour T olals Combined T olals TIme Moo Mom' Afternoon Mom' Afternoon Morning Afternoon Morning Afternoon Afternoon 12:00 34 234 53 254 87 488 12:15 38 276 39 251 n 527 12:30 27 236 31 2n 58 513 12:45 28 .234 127 1030 24 ...259 147 .1041 52 543 01:00 12 254 19 264 31 518 01j15. 15 241 18 2~ 33 493 01:30 11 262 36 247 47 509 01:45 11. 272 49 1029 18 274 91 1037 29 546 02:00 17 290 22 262 39 552 02:15 11 291 15 282 26 573 02:30 8 253 17 291 25 544 02:45 7' 43 1213 15 333 69 1168 22 712 03:00 14 14 338 28 691 03;15 26 32 326 58 652 03:30 23 9 320 32 674 '.03:45 38 99 1313 39 361 94 1345 75 641 04:00 40 287 24 333 64 620 04:15 26 285 21 361 47 646 04:30 28 318 28 332 56 650 04:45 21 245 115 1135 3fl 344 111 1370 59 589 05:00 75 273 58 133 666 05:15 66 .292 6.1 127 05:30 90 326 n 167 05:45 109 281 340 1172 95 291 1679 204 06:00 156 300 93 375 249 .1:)6:15 . 168 299 126 353 294 652 06:30 234 268 218 340 452 608 06:45 297 240 855 1107 339 288 77fi 1356 636 528 07:00 316 233 257 652 490 07:15 210 267 4n 07:30 212 223 435 07:45 187 1525 208 1321 955 395 08:00 181 275 180 361 08;15 327 142 274 156 601 298 08:30 289 173 316 147 605 320 08:45. 280 148 1285 "844 224 144 1089 627 504 292 09:00 248 152 191 151 439 303 09:15 236 157 206 134 442 291 09:30 195 139 183 150 378 289 09:45 212 136 891 584 212 121 792 556 424 257 10:00 184 109 213 110 397 219 10:15 222 85 197 112 419 197 10:30 239 106 267 78 506 184 10:45 232 79 8n 379 234 79 911 379 466 158 11:00 245 70 224 70 469 140 11:15 257 70 235 62 492 132 11:30 224 63 249 54 473 117 11:45 250 53 976 256 240 49 948 235 490 102 Total 7182 10704 6640 11748 13822 22452 Percent 40.2% 59.8% 36.1% 63.9% 38.1% 61.9% Combined 17886 18388 36274 Total Peak 07:15 02:45 07:00 05:00 07:15 05:15 Volume 1598 1412 1321 1679 2858 2860 P.H.F. 0.967 0.931 0.944 0.935 0.936 0.923 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000004315 Station 10: GATEWAY BUNW 200'E OF 195 OVERPASS Latitude: O' 0.000 Undefined Start 03-Mar -03 E/A Hour T olals W/A Hour Totals Combined Tolals TIme Moo Mornln Afternoon Morning Afternoon Morn Afternoon Morn Afternoon Momin Afternoon 12:00 49 159 26 155 75 314 12:15 30: 139 26 .142 ~ 281 12:30 31 157 15 157 46 314 12:45 30 165 140 620 15 159 82 623 45 334 01:00 19 149 14 170 33 319 01:15 18 15a 13 162 31 320 01:30 8 165 9 170 17 335 01:45 15. 182 60 654 8 140 44 642 23 322 02:00 9 205 9 179 18 384 02:15 8 19S 6 182 14 377 02:30 9 187 5 202 14 389 02:~ 8 235 34 822 8 212 28 775 16 447 03:00 9 238 10 219 19 457 03:15 15 '225. 15 218 30 443 03:30 8 250 15 197 23 447 03:45 4 199 36 912 18 227 58 861 22 426 04:00 10 235 8 184 18 419 Q4;15 7 247 21 196 28 443 04:30 7 273 20 174 27 447 Q4:45 6 30. 1020 28 77 743 34 ~ 05:00 8 27 35 05:15 21 51 72 05:30 25 106 131 05:45 38 41 92 1088 90 153 274 861 128 400 06:00 61 213 112 201 173 414 06;15 62 246 186 168 248 414 06:30 72 205 249 198 321 403 06;45 114 225 309 889 222 168 769 735 336 393 07:00 154 215 144 359 07:15 215 152 367 07:30 207 144 351 07:45 1<$4 938 781 130 1056 570 274 08;00 126 203 134 413 260 08;15 149 133 175 99 324 232 08:30 155 152 206 91 361 243 08:45 158 129 672 540 175 102 759 426 333 231 09:00 130 128 146 113 276 241 09:15 117 126 136 95 253 221 09:30 105 96 144 87 249 183 09:45 125 106 477 456 160 93 586 388 285 199 10:00 108 83 167 66 275 149 10:15 125 72 154 72 279 144 10:30 147 94 162 57 309 151 10:45 146 82 526 331 176 56 659 251 322 138 11;00 161 78 143 37 304 115 11:15 157 67 163 41 320 108 11:30 144 39 163 31 307 70 11:45 141 43 603 227 143 34 612 143 284 77 Total 3917 8340 5004 7018 8921 15358 Percent 32.0% 68.0% 41.6% 58.4% 36.7% 63.3% Combined 12257 12022 24279 Total Peak 07:15 04:45 07:00 04:45 ~~ VoIune 994 1106 1056 897 PHF. 0.884 0.984 0.898 0.908 0.935 0.950 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File D0331001.PRN Station 000000033001 Identification 000110252083 Interval Start date Mar 31, 04 Start time Stop date Mar 31, 04 Stop time City/Town Boynton Beach, FL County Location Gateway Blvd Btwn NE 3rd Ct & NE 3rd St ******************************************************************************* Mar 31 Eastbound Volume for Lane 1 15 minutes 00:00 24:00 Palm Beach End Time ------------------------------------------------------------------------------- 15 30 45 00 Hr Total 00 21 24 16 15 76 01 13 9 5 14 41 02 6 3 4 6 19 03 15 04 3 2 3 7 15 5 4 2 4 05 10 6 7 16 06 27 27 36 50 140 07 74 93 143 132 442 08 123 106 96 113 438 09 83 82 83 68 316 10 74 81 113 152 420 11 123 119 95 100 437 End Time ------------------------------------------------------------------------------- 23 15 30 45 00 12 86 82 87 86 Hr Total 341 13 103 77 85 87 352 14 90 106 84 104 384 15 104 122 106 114 446 16 116 134 129 129 508 39 17 146 146 133 111 536 18 134 116 125 132 507 19 94 109 89 92 384 20 78 84 83 70 315 21 89 65 82 54 290 22 71 56 45 40 212 38 46 29 20 133 24 Hour Total : 6806 AM peak hour begins: 10:30 AM peak volume: 507 Peak hour factor: 0.83 PM peak hour begins: 16:45 PM peak volume: 554 Peak hour factor: 0.95 ******************************************************************************* Mar 31 End Time 15 30 45 00 Hr Total End Time 15 30 45 00 00 18 11 13 10 52 12 89 117 103 96 Hr Total 405 01 11 11 9 7 38 13 92 81 93 90 356 02 Westbound Volume for Lane 2 06 9 12 5 8 34 14 113 107 101 105 426 03 4 3 4 3 14 15 135 106 91 130 462 04 3 B 4 3 18 16 94 122 142 108 466 05 6 10 36 32 84 17 134 125 128 122 509 49 63 101 65 278 18 119 113 115 111 458 75 97 117 117 406 109 92 89 77 367 07 08 09 76 84 75 83 318 21 55 52 46 55 208 10 79 70 90 93 332 22 63 38 39 24 164 11 79 78 87 106 350 23 32 32 34 28 126 24 Hour Total : 6475 AM peak hour begins: 07:15 AM peak volume: 415 Peak hour factor: 0.89 PM peak hour begins : 16:30 PM peak volume: 509 Peak hour factor: 0.90 ******************************************************************************* 84 93 95 81 353 19 20 66 68 55 62 251 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************** Data File D0331001.PRN Station 000000033001 Identification 000110252083 Interval Start date Mar 31, 04 Start time Stop date Mar 31, 04 Stop time City/Town Boynton Beach, FL County Location : Gateway Blvd Btwn NE 3rd Ct & NE 3rd St ******************************************************************************* Mar 31 Total Volume for All Lanes 15 minutes 00:00 24:00 Palm Beach End Time ------------------------------------------------------------------------------- 15 30 45 00 00 39 35 29 25 End Time Hr Total 128 15 30 45 00 12 175 199 190 182 Hr Total 746 01 24 20 14 21 79 13 195 158 178 177 708 02 15 15 9 14 53 14 203 213 185 209 810 03 7 5 7 10 29 15 239 228 197 244 908 210 256 271 237 04 05 16 16 43 48 8 12 6 7 33 123 06 76 90 137 115 418 18 253 229 240 243 965 149 190 260 249 848 19 203 201 178 169 751 07 207 199 191 194 791 144 152 138 132 566 08 159 166 158 151 634 20 21 144 117 128 109 09 10 11 202 197 182 206 787 23 70 78 63 48 259 24 Hour Total : 13281 AM peak hour begins: 07:30 AM peak volume: 915 Peak hour factor: 0.88 PM peak hour begins: 16:30 PM peak volume: 1059 Peak hour factor: 0.95 ******************************************************************************* 16 17 280 271 261 233 974 1045 498 153 151 203 245 752 22 134 94 84 64 376 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: OOOOOOOO5639 Station 10: OLD BOYNTON RD 200W OF LAWRENCE RD Latitude: 0' 0.000 Undefined Slart 03-Mar-OO EIA Hour T olals W/A Hour T olaIs Combined T olals Time Moo Morning Afternoon Morning Afternoon Morning Afternoon Afternoon Afternoon 12:00 12 162 9 154 21 316 12:15 7 155 6 183 15 338 12:30 11 153 7 187 18 340 ,1~:~ 6 1$0 36 650 8 198 32 ra 14 318 01 :00 2 166 4 181 6 347 OU5 4 195 8 190 12 385 01:30 2 164 5 177 7 341 01:45 1 179 9 704 6 178 23 726 7 357 02:00 1 172 8 9 02:15 2 197 5 7 02:30 3 199 2 5 02:45 2 200 8 768 3 18 812 5 03:00 2 180 2 180 4 360 03:15 4 200 3 174 7 374 03:30 1 204 5 169 6 373 03;45 0 207 7 791 2 1.86 12 709 2 393 04:00 1 199 3 160 4 359 04:15 2 196 2 172 4 368 04:30 1 182 2 138 3 320 04;4$ 5 9 783 17 169 24 639 22 p75(1 05:00 6 11 139 17 L:J 05:15 18 9 171 27 05:30 10 22 198 32 /, 6 05:45 1~ 1.95 52 837 19 183 61 691 37 378 06:00 23 169 30 180 53 349 .00:15 20 117 34 172 54 349 06:30 38 168 62 169 100 337 06:45 37 174 118 688 51 166 177 687 88 340 07:00 46 151 112 143 158 294 07:15 95 154 109 110 204 264 07:30 93 144 146 120 239 264 07:45 97 126 331 575 180 83 547 456 rml 209 08:00 92 108 146 94 : 238 \ 202 ~:1? 85 105 154 94 ; 2391 199 08:30 101 125 154 87 . 2~5J 212 08:45 86 95 364 433 180 17 634 352 266 172 09:00 74 115 137 102 211 217 09:15 68 67 150 68 218 135 09:30 101 79 158 53 259 132 0!J:45 116 73 359 334 39 608 262 279 112 10:00 102 53 47 271 100 10:15 102 44 34 281 78 10:30 110 26 174 17 284 43 10:45 122 29 436 152 162 29 684 127 284 58 11 :00 127 30 156 19 283 49 11:15 123 31 176 22 299 53 11:30 132 11 165 13 297 24 11:45 140 7 522 79 167 17 664 71 307 24 Total 2251 6794 3484 6254 5735 13048 Percent 24.9% 75.1% 35.8% 64.2% 30.5% 69.5% Combined 9045 9738 18783 Total Peak 11:00 04:45 09:45 02:00 11:00 02:00 Volume 522 848 685 812 1186 1580 P .H.F. 0.932 0.922 0.951 0.923 0.966 0.943 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 5627 Station 10: OLD BOYNTON RD 250'E OF LAWRENCE RD Latitude: 0' 0.000 Undefined Start 03-Mar-OO E/A Hour T olals W/A Hour T olals Combined Tolals Time Man Morning Afternoon Morning Afternoon Afternoon Morning Afternoon Momin Afternoon 12:00 8 223 21 185 29 408 12:15 11 217 11 179 22 396 12:30 6 220 13 179 19 399 12:45 6 ~ 31 893 9 195 54 738 1.5 428 01:00 2 229 9 192 11 421 '01:15 9 231 8 224 17 455 01:30 5 239 2 197 7 436 01:45 6 222 22 921 6 212 25 825 12 434 02:00 8' 3 199 11 417 02:15 4 2 197 6 418 02:30 4 3 232 7 494 02:45 3 19 941 1 233 9 861 4 473 03:00 1 210 2 209 3 419 03:15 1 195 4 239 5 434 03:30 3 199 1 225 4 424 03:45 5 214 10 818 ',3 10 929 8 470 04:00 4 209 1 5 475 04:15 3 212 3 6 469 04:30 3 161 0 3 422 04:45 16 229 26 811 5 243 9 1027 21 05:00 14 176 7 260 21 05:15 7 195 11 252 18 05:30 27 232 10 270 37 0$:45 24 207 72 810 20 251 48 1033 44 458 06:00 42 216 16 225 58 441 06:1$ 44 200 17 215 61 415 06:30 76 195 19 184 95 379 06:45 76 195 238 806 34 213 86 837 110 408 07:00 145 169 50 196 195 365 07:15 146 146 81 204 227 350 07:30 166 122 82 175 248 297 07:45 205 97 662 534 74 177 287 752 279 274 08:00 189 109 68 148 257 08:15 178 91 65 135 ~ 226 08:30 175 91 68 152 ~; 243 08:45 232 89 774 380 67 150 268 5B5 239 09:00 172 86 72 149 244 235 09:15 187 58 75 108 262 166 09:30 205 57 104 113 309 170 09:45 210 36 774 237 112 107 363 477 322 143 10:00 209 46 94 63 303 109 10:15 195 36 116 53 311 89 10:30 204 15 126 36 330 51 10:45 226 27 834 124 134 39 470 191 360 66 11:00 202 23 136 36 338 59 11:15 201 19 148 41 349 60 11:30 223 14 162 20 385 34 11 :45 236 17 862 73 181 21 627 118 417 38 Total 4324 7348 2256 8373 6580 15721 Percent 37.0% 63.0% 21.2% 78.8% 29.5% 70.5% Combined 11672 10629 22301 Total Peak 11:00 02:00 11:00 03:45 11:00 04:45 VoIln1e 862 941 627 1040 1489 1857 PHF. 0.913 0.898 0.866 0.963 0.893 0.925 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000005629 Station ID: OLD BOYNTON RD 125'N OF BOYNTON BCH RD Latitude: O' 0.000 Undefined Slart 03-Mar-m N/A Hour T Dials S/A Hour T Dials Combined T DIals Time Moo Morn. Afternoon Momin Afternoon Morn' Afternoon Morning Afternoon Mom Afternoon 12:00 12 93 13 127 25 220 12:15 3 93 6 116 9 209 12:30 8 102 8 118 16 220 '12:45 8 122 31 410 5 104 32 465 13 226 01:00 4 112 4 102 8 214 01;15 ,;4 112 3 107 t 219 01:30 3 105 1 123 4 228 01:45 :2 96 13 425 4 103 12 435 6 199 02:00 4 115 1 108 5 223 '02:15 .2 120 4. 119 6 239 02:30 3 101 1 106 4 207 02:45 0 116 9 452 6 138 12 471 6 254 03:00 2 2 130 4 250 03:15 1 0 143 1 263 03:30 1 2 122 3 226 03:~ 8 12 475 2 154 6 549 10 285 04:00 3 98 2 160 5 258 04:15 3 105 2 164 5 269 04:30 5 105 1 169 6 274 .04:~ 3 99 14 407 5 10 647 8 05:00 8 94 2 10 05:15 9 90 6 15 05:30 15 114 4 19 05:45 16 105 48 403 13 146 25 706 29 251 06:00 29 104 8 156 37 260 b1U5' 35 101 12 154 47 255 06:30 63 95 14 126 77 221 06:45 76 108 203 408 33 116 67 552 109 224 07:00 110 97 48 112 158 209 '07:15 82 54 12:1 203 07:30 76 56 86 162 07:45 80 513 335 71 71 229 390 151 08:00 76 62 82 158 08:15 101 75 50 73 148 08:30 90 67 65 54 121 08:45 111 68 416 286 73 56 250 265 124 09:00 91 68 88 56 124 .09:15 73 47 84 50 97 09:30 68 55 80 34 89 00:45 84 39 316 209 67. 34 319 174 73 10:00 94 49 85 35 84 10:15 89 24 71 27 51 10:30 88 33 94 30 63 10:45 92 22 363 '. 128 97 22 347 114 44 11:00 84 19 13 32 11:15 .1~ 16 14 JO, 11:30 95 26 15 41 11:45 101 6 384 67 7 408 49 13 Total 2322 4005 1717 4817 8822 Percent 36.7% 63.3% 26.3% 73.7% 68.6% Combined 6327 6534 12861 Total Peak 07:15 03:00 11:00 04:45 11:00 04:45 Volume 517 475 408 714 792 1111 PHF. 0.856 0.906 0.903 0.915 0.892 0.920 Start Time 12:00 12:15 12:30 12:45 01:00 01:15 01:30 01:45 02:00 02:15 02:30 02:45 03:00 03:15 03:30 03:45 04:00 04:15 04:30 04:45 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 07:00 07:15 07:30 07:45 08:00 08:15 08:30 08:45 09:00 09:15 09:30 09:45 10:00 10:15 10:30 10:45 11:00 11:15 11:30 11:45 Total Percent Combined Total Peak Volume PH-F. 04-Feb-03 Tue Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 E/A Afternoon 311 314 335 339 371 319 310 339 335 307 366 365 ~%:~;~:~tt~~J~ t:,:)t~~~~!I~!2) ........'....'.-...... ,. u ~:..., '".:Jm:J 32:T 336 306 308 280 321 294 296 348 278 316 276 323 306 7487 38.5% 352 306 303 293 258 264 203 214 178 183 154 190 146 144 168 180 139 109 93 87 72 77 47 43 31 40 11957 61.5% 19444 07:15 03:00 1374 1507 0.928 0.954 1335. /tj'l';f- Hour T olals Morning Afternoon 95 1299 47 1339 33 1373 30 1507 59 1421 206 1402 709 1118 1355 778 1301 634 1215 596 1216 329 1221 161 Page 1 Site Code: 000000005633 Station 10: BOYNTON BCH BL 7oo'W OF EL CLAIR RANCH W/A Morning Afternoon 25 411 16 391 26 350 9 396 12 361 13 322 9 310 11 363 9 367 9 400 9 349 5 357 6 377 3 350 7 420 9 388 6 406 6 380 9 417 19 19 19 34 42 53 70 99 148 176 234 ~3~ 358 329 368 311 321 308 293 309 338 356 327 385 386 383 350 7180 36.0% Latitude: 0' 0.000 Undefined Hour Totals Combined Tolals Morning Afternoon Morning Afternoon 53 722 46 705 50 685 24 735 23 732 24 641 21 620 24 702 16 702 12 707 20 715 17 722 17 715 .9 730 12 614 17 783 16 734 15 740 ~~ :~.~11~::2.:' ~~ 1~,~~~~~:~1 92 763 117 699 140 669 226 623 306 602 405 573 466 493 577 456 8:~ ~~ 667 296 341 257 704 257 617 272 629 286 588 215 614 199 603 171 634 158 704 146 605 138 701 90 662 86 706 66 656 79 14667 24723 37.2% 62.8% 393 366 330 344 309 290 242 174 157 142 151 111 113 104 106 76 90 78 71 74 61 43 43 35 39 12766 64.0% 19946 11:00 04:45 1504 1709 0.974 0.980 /32? /6Q.5 114 370 1037 1372 1233 1330 1504 78 1548 45 1356 32 1473 25 1535 40 1614 1691 1349 863 517 376 284 160 39390 11:00 04:30 2725 3172 0.965 0.972 '2 662.. Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000005611 Station 10: BOYNTON BCH BL 800W OF MIUTARY TRL Latitude: 0' 0.000 Undefined Start 25-FelHl3 E/A Hour Totals W/A Hour Totals Combined Totals Time Tue Momin Afternoon Momin Afternoon Momin Afternoon Momin Afternoon Mom' Afternoon 12:00 39 385 27 452 66 837 1Z15 40 358 21 437 61 795 12:30 30 382 19 412 49 794 12:45 20 -. 356_ .129 1431 11 429 78 1730 31 785 01 :00 11 387 15 382 26 769 01;15 18 357 16 371 34 728 01:30 20 359 10 385 30 744 01:-'\S-. 19 402 68 1505 7 312 48 1510 26 774 02:00 14 439 8 348 22 787 02:15 18 376 .. 411 22 787 02:30 15 429 9 380 24 809 02;45 13 .422 60 1666 6 385 27 1524 19 807 03:00 15 467 8 363 23 830 03:15 3 423 3 388 6 811 03:30 10 5 398 15 902 03:45 10 38 1829 7 428 23 1571 _17 863 04:00 19 7 403 26 882 04:15- 18 13 31 04:30 15 15 30 04:4&- 30 82 1800 21 56 1844 51 05:00 39 26 65 05:15 40 411:; 33 336 73 1 05:30 46 488 39 259 85 747 05:45 69 434 194 1184 71 275 169 1309 140 709 06:00 81 395 69 270 150 665 06;15 159 373 85 314 244 687 06:30 192 348 120 319 312 667 06;45 290 ' Jt8'- 722. 1444 162 310 436 1213 452 638 07:00 249 294 222 265 411 559 07:15 342 277 265 220 607 497 07:30 274 255 301 190 575 445 07:-'\S 350 2$9" 1215 1085 320 110 1108 845 670 429 08:00 342 288 318 150 660 438 08:15 329 234 331 139 660 313 08:30 286 210 333 141 619 351 08:45 322 249 1279 981 358 118 1340 548 680 367 09:00 273 232 341 125 14 357 09;15 253 -"233 299 132 5f)2 365 09:30 309 173 315 92 624 265 09:45 309 196 1144 834 310 88 1265 437 619 284 10:00 281 160 321 85 602 245 10;15.; 336 157 395 71 731 228 10:30 301 118 402 65 703 183 10:45 339 125 1257 561 387 51 1~5 272 726 177 11 :00 60 45 105 11;15 96 49 145 11:30 60 36 96 11:45- 55 1324 2n ZJ 1606 157 82 Total 7512 15241 1661 12966 15173 28207 Percent 33.0% 67.0% 37.1% 62.9% 35.0% 65.0% Combined 22753 20627 43380 Total Peak 11 :00 03:30 11 :00 04:15 11 :00 04:15 Vok.me 1324 1863 1606 1880 2930 ~ PHF. 0.943 0.924 0.936 0.835 0.939 (fJjj) Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Page 1 Site Code: 000000005613 Station 10: BOYNTON BCH BL 800'E OF MILITARY TRL Latitude: 0' 0.000 Undefined Start 04-Feb-03 EtA Hour Totals WtA Hour Totals Combined Totals Time Tue Momin Afternoon Momin Afternoon Momin Afternoon M Afternoon Momin Afternoon 12:00 40 327 26 367 66 694 12:1~ 25 270 15 32() 40 590 12:30 30 318 22 381 52 699 12:45 19 284. 114 1199 7 383 70 1451 26 667 01:00 16 300 11 504 27 804 .Q1:15 16 321 11 432 27 753 01:30 15 287 4 433 19 720 ot~ 13 339 60 1247 17 414 43 1783 30 753 02:00 14 279 17 434 31 713 02:15 5 322 7 408 12 730 02:30 9 336 11 481 20 817 02:45 7 323 35 1260 7 465 42 1788 14 788 03:00 10 327 5 432 15 759 03:15 9 354 10 432 19 786 03:30 9 335 5 464 14 799 03:45. 9. ~ 37 1360 10 438 30 1766 19 782 04:00 9 344 10 476 19 820 04:15 5. .38( 13 448 18 832 04:30 11 14 459 25 04:45 26 51 1435 29 450 66 1833 55 05:00 21 23 44 05:1.5 'P 45 72 05:30 35 321 44 79 780 05:45 52 298 135 1393 71 183 1893 123 759 06:00 60 318 56 404 116 722 06:15 116 300 99 432 215 732 06:30 136 216 141 336 277 612 06:45 189. zrt 501 1171 219 35() 515 1522 408 627 07:00 192 226 218 340 410 566 07:15 215 239 324 299 539 538 07:30 213 224 302 222 515 446 07:45 259 192 879 881 418 208 1262 400 08:00 239 183 167 350 08:15 247 218 170 388 08:30 247 174 156 330 08:45 27 173 1008 748 123 1668 296 09:00 239 176 116 292 09:15 219 187 371 140 596 327 09:30 211 141 359 99 570 240 09:45 242 129 911 633 446 107 1~ 462 688 236 10:00 224 119 295 112 519 231 10:15 291 79 376 .98 673 177 10:30 288 78 335 85 623 163 10:4q . 211 84 1080 360 324 68 1330 363 595 152 11:00 68 374 50 647 118 11:15 50 350 55 656 105 11:30 38 372 42 681 80 11:45 41 1193 197 325 54 1421 201 630 95 Total 6004 11884 8167 14747 14171 26631 Percent 33.6% 66.4% 35.6% 64.4% 34.7% 65.3% Combined 17888 22914 40802 Total Peak 11:00 04:30 08:15 05:00 08:15 ~ VoIlIlle 1193 ~ 1678 1893 2686 PH-F. 0.965 0.893 0.939 0.901 0.960 troy; /668" /€f-'L (f69j) Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach. FL 33406 Site Code: 000000005601 Station ID: BOYNTON BCH BLVD 800'W OF CONGRESS AVE Latitude: O' 0.000 Undefined Start 25-Mar -03 E/A Hour T olals W/A Hour T olals Combined Tolals lime Tue Mornin Afternoon Morning Afternoon Momin Afternoon Morning Afternoon Momin Afternoon 12:00 54 312 28 353 82 665 12:15 46 329 23 399 69 728 12:30 32 318 25 372 57 690 12:45 21 357. 153 1316 13 413 89 1537 34 770 01:00 24 297 20 370 44 667 (}1:15 21 338 20 417 41 755 01:30 17 299 17 386 34 685 01:45 12 31j6. 74 .12QO n 422 68 1595 23 n8 02:00 18 365 7 378 25 743 02:15 14 350 9 398 23 748 02:30 14 335 9 354 23 689 02:45 12 304 58 1354 10 363 35 1493 22 667 03:00 3 339 7 411 10 750 03:15 12 363 7 396 19 759 03:30 9 355 8 376 17 731 03:45 13 390 37 1447. 6 422 28 1605 19 812 04:00 16 399 19 371 35 770 04:15 14 364 11 387 25 751 04:30 15 23 38 04:45 18 ~ 1550 25 78 1580 43 05:00 20 24 44 05:15 34 35 69 05:30 45 356 44 407 89 763 05:45 54 399 153 1545 61 378 164 1585 115 777 06:00 65 348 84 353 149 701 06:15 93 340 113 331 206 671 06:30 137 326 132 325 269 651 06:45 165 2!J4 460 1308 195 3Q7 524 1316 360 601 07:00 168 262 217 310 385 572 07:15 188 249 284 262 472 511 07:30 203 216 296 245 499 461 07:45 237 245 796 972 356 224 1153 1041 469 08:00 ~ 223 ~ 187 613 410 08:15 254 210 168 580 378 08:30 ~O 178 154 596 332 08:45 183 995 794 165 1422 674 628 348 09:00 235 172 137 584 309 09:15 247 182 319 151 566 333 09:30 204 177 354 98 558 275 09:45 292 107 978 638 345 105 1367 491 637 212 10:00 285 146 335 88 620 234 10:15 315 104 377 91 692 195 10:30 275 86 367 86 642 172 10:45 334 91 1209 427 372 64 1451 329 706 155 11:00 312 78 364 83 676 161 11:15 317 61 422 55 739 116 11:30 320 66 403 48 723 114 11:45 314 44 1263 249 376 25 1565 211 690 69 Total 6239 12890 7944 13457 14183 26347 Percent 32.6% 67.4% 37.1% 62.9% 35.0% 65.0% Combined 19129 21401 40530 Total Peak 10:45 ~ 11:00 04:30 10:45 ~ VoIt.me 1283 1565 i@) 2844 3199 PHF. 0.960 0.988 0.927 0.956 0.962 .973 9q~ //1 22. €V Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000005203 Station 10: BOYNTON BCH BLVD 6OO'W OF 1-95 ENT Latitude: 0' 0.000 Undefined Slart 1O-Feb-03 E/A Hour T olals W/A Hour T olals Combined Totals Time Man Momin Afternoon Morning Afternoon Morning Afternoon Afternoon Morning Afternoon 12:00 63 451 28 397 91 848 12:15 60 353 27 361 87 714 12:30 44 368 38 385 82 753 -12:45 42 .417 209 1589 :3{). .384. 123 1527 72 801 01:00 38 380 27 366 65 746 01;15 30 376 26 56 776 01:30 26 367 33 59 755 01:.45 10 381 104 1504 11 97 1553 21 700 02:00 7 327 23 30 776 02:15 12. 428 10 348 22 776 02:30 10 398 12 418 22 816 02:45 15 423 44 1576 19 407 64 1622 34 830 03:00 7 441 15 360 22 801 03:.15 13 440 14 393 27 833 03:30 13 465 13 416 26 03:45 12 489 45 1835 16 387 58 1556 28 04:00 7 496 13 ' 418 20 04:15 15 465 11 1412 26 04:30 16 463 20 ; 365 ; 36 828 ll4:45 4() A40 78 1864 18 L388 j 62 1583 58 828 05:00 34 37 C;.:fi.! ' 71 I~ 05:15 33 37 398 70 i 915) 05:30 65 69 400 134 ' 897 05:45 71 203 2002 86 355 229 1545 157 L~J 06:00 120 410 120 342 240 752 (l6:15 131 408 170 344 301 752 06:30 168 363 238 351 406 714 06:45 214 365 633 1546 250 302 778 1339 464 667 07:00 220 292 344 311 564 603 07:15- 243 293 386 268 629 561 07:30 276 228 224 452 07:45 341 231 1080 1044 220 1685 1023 451 08:00 304 227 257 484 08:15 296 200 187 387 08:30 312 155 362 188 674 343 08:45 302 155 1214 737 403 171 1602 803. 705 326 09:00 283 180 390 164 673 344 09:15 329 151 371 157 700 308 09:30 304 102 366 163 670 265 09:45 363 110 1279 543 371 159 1498 643 734 269 10:00 304 141 366 160 670 301 10:15 335 98 342 128 677 226 10:30 325 105 382 105 707 210 10:45 332 93 1296 437 324 79 1414 472 656 172 11:00 351 97 378 100 729 197 11:15 350 76 378 82 728 158 11:30 404 39 386 75 790 114 11:45 359 58 1464 270 378 43 1520 300 737 101 Total 7649 14947 9130 13966 16779 28913 Percent 33.9% 66.1% 39.5% 60.5% 36.7% 63.3% CooDled 22596 23096 45692 Total Peak 11:00 05:00 07:30 01:15 07:30 03:30 Volume 1464 2002 1792 1636 3009 3548 PHF. 0.906 0.968 0.912 0.911 0.904 0.969 04 -02- ~ Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Page 1 Site Code: 000000005301 Station 10: BOYNTON BCH BLVD 600'E OF 1-95 ENT Latitude: 0' 0.000 Undefined Start 1O-Feb-03 E/A Hour Totals W/A Hour Totals Combined Totals Time Moo Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 43 318 34 307 77 625 12:15 36 300 22 314 58 614 12:30 26 258 16 274 42 532 12:45 22 286 127 1162 39 308 111 1203 61 594 01:00 19 284 23 273 42 557 01:15 13 282 21 297 34 579 01:30 18 290 15 278 33 568 01:45 16 293 66 1149 9 281 68 1129 25 574 02:00 12 278 8 361 20 639 02:15 11 334 9 297 20 631 02:30 6 297 3 346 9 643 02:45 7 319 36 1228 6 298 26 1302 13 617 03:00 7 321 10 326 17 647 03:15 8 4 285 12 639 03:30 10 7 :~!f!fi~ic;~' 17 ,:~f:~,);lI$)ilff 03:45 7 32 1382 ~ ~~~W~ 26 1283 ~ ~~~rl 04:00 8 04:15 12 312 8:~5~;" ~.. '. 04:30 10 354 9 290 19 04:45 29 322 59 1344 16 344 42 1335 45 666 05:00 19 37 13 336 32 71 05:15 29 328 12 297 41 625 05:30 53 348 26 340 79 688 05:45 75 310 176 1360 36 312 87 1285 111 622 06:00 93 275 35 281 128 556 06:15 112 279 69 278 181 557 06:30 167 267 91 255 258 522 06:45 190 255 562 1076 136 256 331 1070 326 511 07:00 195 222 168 218 363 440 07:15 231 204 220 222 451 426 07:30 169 181 ~:,f~]r~I' 350 07:45 172 1057 767 181 1046 802 353 08:00 171 193 364 08:15 166 153 ~*;;:Jj;;;i;&12' 319 08:30 210 139 252 131 462 270 08:45 238 119 989 595 251 125 1058 602 489 244 09:00 242 147 283 123 525 270 09:15 236 105 240 109 476 214 09:30 237 104 260 118 497 222 09:45 238 103 953 459 281 112 1064 462 519 215 10:00 236 121 248 102 484 223 10:15 263 88 249 87 512 175 10:30 255 86 280 59 535 145 10:45 272 63 1026 358 255 64 1032 312 527 127 11:00 259 57 288 59 547 116 11:15 311 43 259 63 570 106 11:30 285 44 294 51 579 95 11:45 274 36 1129 180 336 32 1177 205 610 68 Total 6212 11060 6068 10990 12280 22050 Percent 36.0% 64.0% 35.6% 64.4% 35.8% 64.2% Combined 17272 17058 34330 Total Peak 07:30 03:15 07:30 03:30 07:30 03:30 Volume 1172 1417 1213 1373 2385 2748 PHF. 0.872 0.947 0.882 0.876 0.877 0.968 C!.62 I J. 62 2':J)Lf Start Tlffie 12:00 '2:15 12:30 12:45 01:00 01;15 01:30 01:'45' 02:00 02:15 02:30 02;45 03:00 03:15 03:30 03;45 04:00 04.:15 04:30 04:45 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 07:00 01:15 07:30 07:45 08:00 08:15 08:30 08:45 09:00 09:15 09:30 09:45 10:00 10:15 10:30 10:45 11:00 11:15 11:30 11:45 Total Percent Combined Total Peak Voh.me P.H.F. 03-Mar.{)3 Moo Momin 26 17 14 12 16 13 2 7 9 6 5 7 2 3 3 2 1 4 5 3 7 7 9 12 18 30 31 43 39 65 84 113 136 107 114 1.20 126 113 122 125 131 136 121 133 157 131 158 146 2691 32.3% 8321 EtA Afternoon 123 196 170 144 186 137 153 146 .118 128 107 97 124 69 90 73 75 54 81 54 65 54 30 54 34 33 43 22 26 22 18 5630 67.7% 11:00 03:15 592 754 0.937 0.915 Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 155 1AC 152 186 149 194 160 145 168 156 192 17Z 181 Hour Totals Mornin Afternoon 69 633 '.3& 648 27 688 10 752 13 672 35 620 122 499 301 380 47'7 283 486 203 521 164 592 88 Page 1 S~eCode:OOOOO0005807 Station 10: BOYNTON BCH BLVD 150'E OF NE4TH AVE Latitude: O' 0.000 Undefined Hour T otats Combined Totals Morning Afternoon Momin Afternoon 30 365 34 355 25 379 25 409 19 356 13 398 7 357 9 339 16 372 11 355 8 13 4 7 6 3 4 9 13 8 13 20 23 27 39 51 79 92 121 159 ~ 284 304 302 307 294 305 327 292 324 366 354 37'7 372 6469 34.1% Momi 4 17 11 13 3 o 5 2 7 5 3 6 2 4 3 1 3 5 8 5 6 13 14 15 21 21 48 49 82 94 139 210 167 158 145 164 178 189 185 169 174 191 171 191 209 223 219 226 37'78 35.5% 10630 11:00 87'7 0.970 207 204 197 194 204 199 213 203 186 194 194 205 194 183 215 198 192 213 230 193 191 116 175 131 121 155 124 112 92 86 75 75 70 54 57 38 40 39 26 42 26 24 21 9 6852 64.5% 12:00 875 0.951 .10 139 525 634 721 727 45 21 10 21 48 87'7 875 802 819 779 790 828 673 512 328 219 147 80 356 411 37'7 ~..~.. 336 7 346 337 294 303 238 218 279 193 202 165 161 129 156 124 119 111 68 94 73 59 85 48 50 43 27 12482 65.9% 18951 11 :00 02:30 1469 1544 0.974 0.939 A'1'7 IISo fA 15/4 PALM BEACH COUNTY Page 1 TRAFFIC ENGINEERING 160 S AUSTRALIAN AV Site Code: 000000005645 WPB FL 33406 684-4030 Station 10: WOOLBRIGHT RO 700'E OF LAWRENCE RO Latitude: 0' 0.000 Undefined Start 1 O-F eb-03 ElA Hour Totals W/A Hour T olals Combined Totals TIme Mon Mornin Afternoon Mornin Afternoon Mornin Afternoon Mornin Afternoon Mornin Afternoon 12:00 33 224 15 256 48 480 12:15 21 224 11 215 32 439 12:30 12 239 14 230 26 469 12:45 13 204 79 891 5 240 45 941 18 444 01:00 16 250 4 20 517 01:15 14 226 5 19 462 01:30 16 214 2 18 450 01:45 11 21~) 57 900 7 18 980 18 451 02:00 3 233 4 245 7 478 02:15 5 2~ 2 238 7 471 02:30 7 266 3 230 10 496 02:45 5 Zl5 20 1007 4 225 13 938 9 500 03:00 3 251 3 213 6 464 03:15 '3 29.1 6 237 9 528 03:30 4 332 1 236 5 568 03:45 3 290 13 1164 6 231 16 917 9 521 04:00 4 332 6 232 10 ' 04:15 .5 291 6 233 11 04:30 7 4 278 11 04:45 12 28 1263 9 215 25 958 21 05:00 10 13 204 23 516 05:15 10 19 234 29 552 05:30 14 276 31 181 45 457 05:45 42 304 76 1210 42 244 1OO 863 84 548 06:00 44 224 44 200 88 424 06:15 68 245 64 202 132 447 06:30 126 162 110 178 236 340 06:45 142 198 380 829 147 170 365 750 289 368 07:00 131 147 189 121 320 268 07:15 115 132 245 136 360 268 07:30 186 140 275 107 461 247 07:45 117 678 536 67 1030 184 08:00 143 85 228 08;15 111 66 177 08:30 113 61 174 08:45 87 879 454 2 61 1207 273 484 148 09:00 223 138 247 53 470 191 09:15 140 104 292 48 432 152 09:30 186 78 241 39 427 117 09:45 195 85 744 405 230 67 1010 207 425 152 10:00 166 59 212 40 378 99 10:15 238 68 223 54 461 122 10:30 199 56 247 29 446 85 10:45 198 36 801 219 250 26 932 149 448 62 11:00 218 42 246 38 464 80 11:15 217 48 255 26 472 74 11:30 225 31 234 21 459 52 11:45 229 28 889 149 237 20 972 105 466 48 Total 4644 9027 5738 7512 10382 16539 Percent 34.0% 66.0% 43.3% 56.7% 38.6% 61.4% Combine 13671 13250 26921 d Total Peak 07:45 04:30 07:45 01:00 07:45 04:00 Volume 916 1270 1253 980 2169 2221 P.H.F. 0.931 0.956 0.941 0.881 0.940 0.929 JAMAR Technologies. Inc. Page 1 151 Keith Valley Road Horsham, PA 19044 Site Code: 5205 Change These in the Preferences Screen Station 10: WOOLBRIGHT RO 400' W OF 1-95 Latitude: O' 0.000 Undefined Start 1 G-F eb-03 E1A Hour Totals Combined Totals Time Moo Momin Afternoon Momin Afternoon Momin Momin Afternoon 12:00 56 360 44 100 762 12;15 55 401 26 83 802 12:30 39 376 21 60 825 12:45 43 422 193 1559 27 120 1661 70 831 01:00 35 360 24 59 741 OU5 29 366 20 49 790 01:30 21 355 15 339 36 694 01;45 14 .423 99 .1504 10 367 69 1531 24 810 02:00 8 375 16 443 24 818 02:15 11 400 12 381 23 781 02:30 10 398 11 411 21 809 02:45 . 8 417 37 1590 8 409 47 1644 16 826 03:00 4 430 7 362 11 792 03:1!; 9 4!i() 6 423 15 a79 03:30 7 425 6 406 13 03;45 15 463 35 1774 10 414 29 1605 25 04:00 16 402 13 394 29 04:;15 25 483 16 396 41 04:30 16 419 16 410 32 829 . 04:45 33 381 90 1691 20 374 65 1576 53 761 05:00 33 39 399 72 795 05:15 31 52 360 83 809 05:30 73 57 361 130 841 (}5;45 110 247 1817 98 377 246 1497 208 869 06:00 102 351 112 362 214 713 06:15 145 350 156 330 301 680 06:30 239 316 235 312 474 628 06;45 279 304 765 1321 294 297 797 1301 573 601 07:00 264 256 287 275 551 531 07:15 293 299. 333 248 626 547 07:30 316 213 196 409 07:45 344 191 1217 959 169 1544 888 360 08:00 361 207 184 391 0&:15 385 140 169 309 08:30 364 173 373 132 737 305 ~;45 384 168 1494 688 407 149 1630 634 791 317 09:00 323 176 386 131 709 307 09:15 295 145 376 141 671 286 09:30 272 143 392 115 664 258 . 09:45 351 109 1241 573 374 133 1528 520 725 242 10:00 318 117 360 118 678 235 10:15 327 89 384 115 711 204 10:30 334 94 399 90 733 184 10:45 336 71 1315 371 357 63 1500 386 693 134 11:00 350 98 350 66 700 164 11:15 390 83 410 65 800 148 11:30 386 65 388 45 774 110 11 :45 395 53 1521 299 397 40 1545 216 792 93 Total 8254 14146 9120 13459 17374 27605 Percent 36.8% 63.2% 40.4% 59.6% 38.6% 61.4% Combine 22400 22579 44979 d Total Peak 11:00 05:00 07:30 00;30 07:30 03:30 Volume 1521 1817 1774 1663 3180 3385 P.H.F. 0.963 0.923 0.938 0.926 0.994 0.961 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000005303 Station 10: \MJOLBRIGHT RO 600'E OF 1-95 ENT Latitude: 0' 0.000 Undefined Start 1O-Feb-03 E/A Hour T olals W/A Hour Totals Combined Tolals Time Moo Monmg Afternoon Mom. Afternoon Mom. Afternoon Mom. Afternoon Mom. Afternoon 12:00 43 3n 56 328 99 705 12:15 34 342 39 308 73 650 12:30 27 352 32 331 59 683 12:4~ 39 36S 143 1436 34 312 161. 1279 73 on 01:00 27 332 32 304 59 636 0',15 21 324 30 324 51 648 01:30 25 329 15 335 40 664 01:45 22 360 95 1345 1. 289 91 1252 36 649 02:00 14 346 12 353 26 699 02:15 15 375 14 306 29 681 02:30 16 388 8 338 24 726 02:45 9 373 54 1482 11 353 45 1350 20 726 03:00 11 422 7 320 18 742 03:15 12 416 3 315 15 731 03:30 7 428 1 343 8 n1 03:45 7 415 37 1681 12 ~10 23 1288 19 725 04:00 14 374 7 347 21 721 04:15 7 433 10 355 17 788 04:30 25 396 16 343 41 739 04:45 26 72 1608 22 342 55 1387 48 747 05:00 42 15 335 57 05:15 36 14 50 05:30 58 21 79 05:45 89 3n 225 1681 61 111 1444- 150 06:00 90 340 57 147 6n 06:15 128 ~. 76 295 204 647 06:30 193 283 134 324 327 607 06:45 243 259 654 1234 238 278 505 1234 481 537 07:00 254 256 226 244 480 500 07:15 290 274 259 226 549 500 07:30 243 322 192 435 07:45 184 1239 937 167 1199 829 331 08:00 174 165 339 08:15 137 161 298 08:30 351 173 120 682 293 08:45 340 168 1391 652 337 121 1399 5Dl 677 2S9 09:00 290 163 322 121 612 284 09:15 288 132 288 123 576 255 09:30 293 125 260 125 553 250 09:45 280 111 1151 531 306 105 1176 474 586 216 10:00 308 119 283 103 591 222 10:15 281 107 273 78 554 185 10:30 298 110 295 85 593 195 10:45 283 84- 1170 420 343 57 1194 323 626 141 11:00 343 69 294 71 637 140 11:15 331 75 289 5& 620 133 11:30 349 48 341 45 690 93 11:45 356 45 1379 237 323 49 1247 223 679 94 Total 7610 13244 7206 11650 14816 24894 Percent 36.5% 63.5% 38.2% 61.8% 37.3% 62.7% Combined 20854 18856 39710 Total Peak 07:30 04:45 07:45 05:15 07:30 05:00 Volume 1395 1709 1454 1446 2840 3125 PHF. 0.897 0.921 0.927 0.918 0.945 0.966 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000005809 Station ID: VVOOLBRIGHT RD 100W OF ICWW BRIDGE Latitude: 0' 0.000 Undefined Slart 03-Mar-ro EtA Hour T olals WtA Hour Totals Combined Totals Time Man Morning Afternoon Morn. Mernoon Morning Memoon Morning Afternoon Morning Afternoon 12:00 4 123 7 11 269 12:15 3 94 4 7 221 12:30 3 96 6 9 220 1;,t45 2 153 12 466 6 23 549 8 305 01:00 1 126 2 125 3 251 01:15 4 114 2 100 6 214 01:30 2 122 1 121 3 243 01:45 3 122 10 484 2 121 7 467 5 243 02:00 1 98 1 131 2 229 02:15 1 129 0 117 1 246 02:30 0 146 4 124 4 270 02:45 3 129 5 502 0 124 5 496 3 253 03:00 2 144 0 105 2 249 03:15 2 93 1 77 3 170 03:30 0 153 1 135 1 288 03:45 0 84 4 474 2 85 4 402 2 169 04:00 2 1 158 3 ()4:15 1 2 103 3 04:30 3 4 128 7 04:45 3 9 677 1 112 8 .501 4> 05:00 4 138 6 94 10 232 05:15 5 140 4 105 9 245 05:30 9 116 8 90 17 206 05:45 15 101 33 495 8 93 26 382 23 194 06:00 25 97 12 84 37 181 06:15 17 85 28 110 45 195 06:30 23 72 31 95 54 167 06:45 31 83 96 337 24 67 95 356 55 150 07:00 61 42 54 67 115 109 01:15 53 33 70 59 123 92 07:30 71 31 93 58 164 89 07:45 107 25 292 131 48 357 232 247 73 08:00 106 45 40 239 85 08:15 82 39 48 211 87 08:30 90 30 29 196 59 08:45 93 28 371 142 110 36 478 153 203 64 09:00 93 22 114 48 207 70 09:15 90 36 92 41 182 77 09:30 94 22 110 37 204 59 09:45 70 23 347 103 99 25 415 151 169 48 10:00 134 31 130 29 264 60 10:15 70 27 104 12 174 39 10:30 143 14 129 24 272 38 10:45 112 12 459 84 119 15 482 80 231 27 11:00 105 11 121 19 226 30 11:15 111 8 118 7 229 15 11:30 97 6 132 8 229 14 11:45 129 6 442 31 135 11 506 45 264 17 T otaJ 2080 3926 2406 3814 4486 7740 Percent 34.6% 65.4% 38.7% 61.3% 36.7% 63.3% Combined 6006 6220 12226 Total Peak 10:30 04:00 07:45 12:00 10:30 04:00 Volume 471 677 508 549 958 1178 P.H.F. 0.823 0.818 0.907 0.869 0.881 0.807 Palm Beach County TWO CKANNEL SUMMARY Page: 1 01/13/2003 TO 01/14/2003 Site Reference: 240000000000 File: 5617.prn Site ID: 561700000000 TECH'S NAME: SP Location: 23RD AVE 750'W OF CONGRESS AVE County: TIME LANE 1 LANE 2 TOTAL E APP W APP am pm am pm am pm ------------------------------------------------------------------------------------------------- 00:15 9 101 6 93 15 194 00:30 4 86 3 109 7 195 00:45 4 115 2 117 6 232 01:00 5 22 107 409 3 14 117 436 8 36 224 845 01:15 9 99 4 100 13 199 01:30 3 124 4 114 7 238 01:45 2 97 0 113 2 210 02:00 3 17 95 415 0 8 113 440 3 25 208 855 02:15 3 98 1 119 4 211 02:30 3 97 1 140 4 237 02:45 2 102 0 124 2 226 03:00 3 11 142 439 3 5 132 515 6 16 274 954 03:15 0 129 2 125 2 254 03:30 1 168 0 133 1 301 03:45 1 153 2 121 3 274 04: 00 3 5 161 611 3 7 115 494 6 12 276 1105 04: 15 3 172 1 126 4 298 04:30 4 141 5 136 9 277 04:45 2 155 7 129 9 284 05:00 7 16 176 644 6 19 123 514 13 35 299 1158 05:15 6 186 6 106 12 292 05:30 10 194 14 125 24 319 05:45 18 143 24 105 42 248 06:00 20 54 154 677 30 74 102 438 50 128 256 1115 06:15 24 125 34 97 58 222 06:30 29 101 41 86 70 187 06:45 43 92 58 62 101 154 07: 00 67 163 73 391 128 261 91 336 195 424 164 727 07: 15 68 67 148 58 216 125 07:30 91 60 191 48 282 108 07:45 103 61 161 38 264 99 08:00 146 408 58 246 182 682 23 167 328 1090 81 413 08:15 125 52 157 27 282 79 08:30 131 64 166 30 297 94 08: 45 123 54 132 15 255 69 09:00 115 494 42 212 171 626 26 98 286 1120 68 310 09:15 92 43 130 22 222 65 09:30 100 32 139 31 239 63 09:45 70 44 128 20 198 64 10:00 88 350 28 147 116 513 20 93 204 863 48 240 10:15 98 32 121 20 219 52 10:30 91 20 120 17 211 37 10:45 87 27 97 21 184 48 11: 00 90 366 23 102 106 444 15 73 196 810 38 175 11: 15 80 15 109 12 189 27 11: 30 110 12 89 18 199 30 11: 45 107 11 110 7 217 18 12: 00 113 410 10 48 108 416 3 40 221 826 13 88 ------------------------------------------------------------------------------------------------- TOTALS 6657 6713 13370 AM Times 08:00 07:30 07: 45 AM Peaks 525 691 1171 Factor s PHF: .89 PHF: .90 PHF: .89 PM Times 16:45 14:30 16:45 PM Pea ks 711 521 1194 Factors PHF: .91 PHF: .93 PHF: .93 Palm Beach County TWO CHANNEL SUMMARY Page: 1 01/13/2003 TO 01/14/2003 Si te Reference: 240000000000 File: 5603.prn Site ID: 560300000000 TECH'S NAME: SP Location: 23 RD AVE 500'E OF CONGRESS AVE County: TIME LANE 1 LANE 2 TOTAL E APP W APP am pm am pm am pm ------------------------------------------------------------------------------------------------- 00:15 9 127 10 96 19 223 00:30 9 119 13 116 22 235 00:45 15 117 6 123 21 240 01:00 8 41 99 462 5 34 103 438 13 75 202 900 01:15 10 121 5 112 15 233 01:30 5 146 5 130 10 276 01:45 2 106 2 131 4 237 02:00 1 18 101 474 2 14 124 497 3 32 225 971 02:15 5 117 0 124 5 241 02:30 2 118 2 140 4 258 02:45 4 122 2 138 6 260 03:00 2 13 128 485 4 8 162 564 6 21 290 1049 03:15 1 165 6 174 7 339 03:30 0 194 0 147 0 341 03:45 1 213 1 106 2 319 04 :00 3 5 205 777 4 11 131 558 7 16 336 1335 04:15 3 182 3 139 6 321 04 :30 2 177 3 171 5 348 04:45 6 ~ 1 ill '" 7 30 05:00 6 17 17 676 4 11 10 28 330 1299 05:15 13 17 6 174 19 347 05:30 9 17 10 19 49 05:45 16 144 8 143 24 87 06:00 26 64 163 653 24 48 120 613 50 112 283 1266 06:15 33 99 30 106 63 205 06:30 34 99 42 101 76 200 06:45 37 86 58 95 95 181 07:00 74 178 81 365 126 256 131 433 200 434 212 798 07:15 96 74 147 77 243 151 07:30 92 73 180 56 272 129 07:45 163 73 180 59 132 08:00 143 494 68 288 228 735 50 242 371 1229 118 530 08:15 138 57 215 58 353 115 08:30 30 66 197 45 327 111 08:45 134 59 169 41 303 100 09:00 130 532 33 215 178 759 37 181 308 1291 70 396 09:15 99 42 126 56 225 98 09:30 106 49 156 45 262 94 09:45 84 42 120 32 204 74 10:00 85 374 24 157 137 539 38 171 222 913 62 328 10:15 96 25 118 28 214 53 10:30 125 21 121 29 246 50 10:45 113 36 103 24 216 60 11: 00 104 438 19 101 102 444 24 105 206 882 43 206 11: 15 90 17 III 32 201 49 11: 30 102 13 109 24 211 37 11 :45 129 19 117 15 246 34 12:00 114 435 16 65 114 451 12 83 228 886 28 148 ------~------------------------------------------------------------------------------------------ TOTALS 7327 7818 15145 AM Times 07:45 07:45 ~ AM Pea ks 574 820 394 Factors PHF: .88 PHF: .89 F: .93 PM Times 15:30 16:45 15:15 PM Peaks 794 663 1335 {/10 /326 Factors PHF: .93 PHF: .94 PHF: .97 S,N 66:3:, 820 663 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach. FL 33406 Site Code: 000000005305 Station 10: 23RO AVE E OF 1-95 OVERPASS Latitude: O' 0.000 Undefined Start Q3..Mar-OO E/A Hour Totals W/A Hour Totals Combined Totals lime Man Momin Afternoon Mom' Afternoon Momin Afternoon Momin Afternoon Momin Afternoon 12:00 10 150 11 124 21 274 12:15 15 123 8 128 23 251 12:30 9 128 5 132 14 260 12;45 8 129 42 530 1 151 25 535 9 280 01:00 6 138 6 126 12 264 .01;15 6 136 4 144 10 280 01:30 4 145 2 132 6 277 01:45 4 122 20 541 6 134 18 536 10 256 02:00 4 137 3 139 7 276 02:15 4 163 1 135 5 298 02:30 1 146 4 132 5 278 02:45 5 143 14 589 3 11 599 8 336 03:00 2 194 1 3 387 03:15. 1 208 1 2 345 03:30 5 196 3 8 349 03:45 1 187 9 785 7 12 632 8 336 04:00 2 194 1 3 345 04:15 3 211 1 4 04:30 6 1 7 04:45 18 29 828 5 8 609 23 05:00 5 5 10 ,~:", ~:15 14 6 20 347 05:30 18 204 16 34 341 05:45 33 163 70 803 26 53 546 59 291 06:00 37 134 37 74 254 06:15 33 .134 44 77 254 06:30 58 106 88 146 216 06:45 102 94 230 468 173 342 478 Z75 222 07:00 108 94 180 288 207 ()7: 15 07:30 79 71 150 07:45 90 573 67 890 321 157 08:00 74 58 132 08:15 63 52 115 08:30 147 69 189 48 336 117 06:45 126 67 624 273 183 58 847 216 309 125 09:00 111 53 140 46 251 99 09:15 112 57 134 48 246 105 09:30 110 57 150 44 260 101 09:45 127 27 460 194 155 41 579 179 282 68 10:00 126 38 145 32 271 70 10:15 119 31 131 22 250 53 10:30 132 23 119 25 251 48 10:45 147 19 524 111 141 38 536 117 288 57 11:00 133 20 139 19 272 39 11 :15 138 17 139 20 277 37 11:30 137 24 115 19 252 43 11:45 129 26 537 87 154 8 547 66 283 34 Total 3132 5545 3868 4834 7000 10379 Percent 36.1% 53.go,.:, 44.4% 55.6% 40.3% 59.7% Combined 8677 8702 17379 Total Peak 07:30 04:30 07:30 02:45 07:30 ~ Volume ~ 859 ~ 676 ~ 1462 PHF. 0.963 0.923 0.876 0.944 55:r 6Q( Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000004606 Station ID: MILITARY TRL 500'8 OF lANTANA RD Latitude: 0' 0.000 Undefined Slart 19-feb-03 N/A Hour T olals S/A Hour Totals Combined Totals Time Wed Mom' Afternoon Morning Afternoon Mom' Afternoon Mom' Afternoon Momin Afternoon 12:00 46 242 46 304 92 546 12:15 42 230 46 259 68 489 12:30 35 237 24 256 59 493 12:-45 18 230 141.. .939 34 2504 100 1073 52 484 01:00 15 245 14 280 29 525 01:15 .31 296 19 264 50 560 01:30 15 224 14 258 29 482 01:45 12 275 73 Hl40 13 303 60 1105 25 578 02:00 16 276 10 298 26 574 .02:15 12 286 12 263 24 549 02:30 8 302 12 268 20 590 02:45 9 298 45 1162 8 309 42 1158 17 607 03:00 12 349 12 281 24 630 03:15 13 277 11 349 24 626 03:30 6 294 14 321 20 615 00:45 17 357 48 1277 10 316 47 1267 2:7 673 04:00 8 326 10 309 18 635 04:15 13 358 13 370 26 728 04:30 19 354 20 329 39 683 04:45 16 56 1392 31 348. 74 1356 47 -; 05:00 26 31 Sl 05:15 27 50 77 05:30 53 , 54 107 05:45 59 332 165 1565 83 218 1501 142 06:00 92 352 122 373 214 725 06:15 154 328 167 322 321 650 06:30 207 267 202 329 409 596 06:45 273 275 726 1222 299 332 790 1356 572 607 07:00 262 360 262 747 524 07:15 201 224 425 07:30 196 206 402 01:45 157 1765 816 195 1522 887 352 08:00 369 172 188 360 08:15 308 220 311 201 619 421 08:30 265 185 306 200 571 385 08:45 320 197 1262 n4 280 175 1296 764 600 372 09:00 255 169 268 177 523 346 09:15 217 154 219 179 436 333 09:30 261 136 217 157 478 293 09:45 211 117 944 Sl6 198 161 902 674 409 278 10:00 200 122 232 167 432 289 10:15 214 125 222 103 436 228 10:30 244 103 218 108 462 211 10:45 273 97 931 447 217 85 889 463 490 182 11:00 257 99 222 82 479 181 11:15 265 67 254 58 519 125 11:30 240 78 253 61 493 139 11:45 258 48 1020 292 251 56 980 257 509 104 Total 7176 11502 6970 11861 14146 23363 Percent 38.4% 61.6% 37.0% 63.0% 37.7% 62.3% Combined 18678 18831 37509 Total Peak 07:00 04:45 07:15 05:00 07:15 04:45 Volume 1765 1587 1561 1501 3308 3079 PHF. 0.884 0.949 0.956 0.940 0.912 0.942 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000004636 Weather: Station I D: Serial Number: MILITARY TR 700'S OF HYPOLUXO RD Installed By: Other Notes: Latitude: O' 0.000 Undefined Start 10-Mar-OO N/S Hour Totals S/A Hour Totals Combined Totals Time Moo Morning Afternoon Morn" Afternoon Morn" Afternoon Afternoon Morn" Afternoon 12:00 28 250 35 261 63 511 12:15 24 245 22 256 46 501 12:30 17 261 27 261 44 522 12:45 12 239 .81 995 20 251 104 1029 32 490 01:00 15 242 12 282 27 524 01:15 14 233 1S 261 2:l 494 01:30 14 228 9 257 23 485 01:45 14 31.3 57 1016 15 289 49 1089 29 602 02:00 19 305 14 263 33 568 02:15 12 307 5 286 17 593 02:30 14 321 8 313 22 634 02:45 8 359 53 1292 9 339 36 1201 17 698 03:00 10 354 6 344 16 698 03:15 15 341 13 345 28 686 03:30 13 352 8 331 21 683 03:45 11 359 49 1406 9 298 36 1318 20 657 04:00 12 287 9 386 21 673 04:15 15 324 8 412 23 736 04:30 29 10 398 39 761 04:45 ~ 85. 1312 25 52 1607 54 05:00 38 24 62 05:15 51 36 87 05:30 69 322 36 105 i jjt. 05:45 86 326 244 1375 76 389 172 1830 162 715 06:00 101 288 87 396 188 684 06:15 166 .304 128 370 294 674 06:30 259 245 174 293 433 538 06:45 290 234 816 1071 228 298 617 1357 518 532 07:00 232 318 198 709 430 01:.15 183 210 393 07:30 173 198 371 07:45 151 1910 739 174 1481 780 325 08:00 383 154 148 302 0&:15 401 15.1 284 135 685 286 0&:30 354 134 312 150 666 284 08:45 322 123 1460 562 326 143 1251 516 648 266 09:00 267 139 270 156 537 295 09:15 251 121 244 130 495 251 09:30 267 121 248 125 515 246 09:45 210 101 995 482 218 99 980 510 428 200 10:00 205 98 207 102 412 200 10:15 207 113 243 94 450 207 10:30 243 83 247 85 490 168 10:45 237 71 892 365 248 59 945 340 485 130 11:00 228 58 242 66 470 124 11:15 282 42 272 54 554 96 11:30 250 41 265 52 515 93 11:45 278 29 1038 170 239 37 1018 209 517 66 T olal 7680 10785 6741 11846 14421 22631 Percent 41.6% 58.4% 36.3% 63.7% 38.9% 61.1% Contlined 18465 18587 37052 Total Peak 07:00 04:30 07:15 04:45 07:15 04:45 Volume 1910 1428 1492 1852 3394 3239 PHF. 0.901 0.965 0.863 0"882 0.890 0.905 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000005608 Station 10: MILITARY TRL 3OO'S OF BOYNTON BCH BLVD Latitude: 0' 0.000 Undefined Start 03-Feb-03 N/A Hour T olals S/A Hour T olals Combined Tolals Time Man Afternoon Momin Afternoon M Afternoon Morning Afternoon Morn' Afternoon 12:00 38 363 24 407 62 770 12:15 30 328 29 365 59 693 12:30 17 331 38 377 55 708 12:45 12 312 97 1334 19, 321 110 1470 31 633 01:00 12 318 18 335 30 653 61:of5 12 314 .20 355 32 669 01:30 13 335 8 389 21 724 01:45 3 393 40 1360 7 348 53 1427 10 741 02:00 4 380 5 376 9 756 02:15 8 345 9 429 17 774 02:30 11 346 13 396 24 742 02:45 13 357 36 1428 10 391 37 1592 23 748 03:00 5 362 6 409 11 771 03:15 3 346 5 425 8 771 03:30 11 12 441 23 831 03:45 12 31 1~ 5 478 28 1753 17 876 04:00 8 17 451 25 787 04:15 7 7 507 14 880 04:30 21 347 8 461 29 808 04:45 28 382 64 1438 16 514 48 1933 44 05:00 33 326 20 53 05:15 35 298 24 59 05:30 67 343 40 107 \L., 05:45 101 316 236 1283 41 125 2213 142 848 06:00 92 274 58 456 150 730 06:15 147 282 83 437 230 719 06:30 211 284 141 404 352 688 06:45 387 281 837 1121 150 305 432 1602 537 586 07:00 381 226 162 271 543 497 07:15 200 206 270 759 07:30 177 238 242 419 07:45 171 2109 774 300 202 906 985 373 08:00 162 300 157 319 08:15 547 163 293 160 323 08:30 524 130 253 141 777 271 08:45 475 123 2122 578 313 124 1159 582 788 247 09:00 408 144 300 134 708 278 09:15 339 156 268 148 607 304 09:30 331 122 295 94 626 216 QQ:45 323 107 1401 529 341 122 1204 498 664 229 10:00 293 87 331 94 624 181 10:15 317 70 351 102 668 172 10:30 299 88 289 97 588 185 10:-45 2.86 77 1195 322 79 1344 372 659 156 11:00 325 67 83 694 150 11:15 311 .~ 70. 670 128 11:30 305 43 64 671 107 11:45 352 41 1293 209 44 1453 261 711 85 Total 9461 11872 14688 16360 26560 Percent 44.3% 55.7% 68.0% 38.1% 61.9% Contiled 21333 21587 42920 Total Peak 07:15 03:30 10:45 05:00 07:30 04:45 Volume 2304 1497 1467 2213 3429 3544 PHF. 0.910 0.940 0.983 0.927 0.919 0.946 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000004614 Station ID: LAWRENCE RD 700'N GATEWAY BL Latitude: 0' 0.000 Undefined Start 26-Mar -03 N/A Hour T olals S/A Hour T olals Combined Tolals Time Wed Afternoon Morning Afternoon Morning Afternoon Morn. Afternoon Morning Afternoon 12:00 8 95 7 114 15 209 1.2:15 5 91 12 98 17 189 12:30 4 103 7 111 11 214 1Z:46' 5 ..84" 22' 373 9 95 35 418 14 179 01:00 2 76 10 130 12 206 01.::15 ' 7 112 -4 125 11 237 01:30 2 95 3 140 5 235 01:45 7 131 18 414 6 152 23 547 13 283 02:00 1 4 163 5 353 .02:15 2.. 2 111 -4 291 02:30 0 3 119 3 236 02:45 4 7 633 4 134 13 527 8 280 03:00 1 146 3 119 4 265 03:15 2 140 1 137 3 277 03:30 7 138 1 133 8 271 03:45 2. 151 12 575 1 147 6 536 3 298 04:00 3 152 7 202 10 354 04:15 6 129 4 172 10 301 04:30 4 159 5 189 9 348 04:45 12 104 25 544 2 .196 18 159 14 300 05:00 13 143 4 17 05:15 16 157 6 22 05:30 24 155 9 33 05:45 43 121 96 576 .12 31 650 55 06:00 46 128 21 169 67 297 06:15 80 104 40 131 120 235 06:30 113 106 66 161 179 269 06:45 161 91 400 431 87 113 214 574 248 204 07:00 154 78 115 193 07:15 71 107" 184 07:30 81 93 174 07:45 52 893 288 102 701 417 154 08:00 59 86 83 303 142 08:15 149 51 66 .70 215 121 08:30 138 68 74 76 212 144 06:4$ 120 57 624 235 75 105 301 334 195 162 09:00 106 36 67 78 173 114 09:15 99 36 68 53 167 89 09:30 109 41 78 60 187 101 09:45 98 36 412 149 53 65 266 256 151 101 10:00 100 25 92 50 192 75 10:15 99 18 81 57 180 75 10:30 94 26 70 37 164 63 10:45 105 14 398 83 90 23 333 167 195 37 11:00 85 18 92 29 171 47 11:15 91 5 98 34 189 39 11:30 110 12 92 12 202 24 11:45 101 8 387 43 107 16 389 91 208 24 Total 3294 4344 2330 5476 5624 9820 Percent 43.1% 56.9% 29.8% 70.2% 36.4% 63.6% Combined 7638 7806 15444 Total Peak 07:15 02:00 07:00 05:00 07:00 05:00 Volume 956 633 701 850 1594 1426 P.HF. 0.839 0.833 0.843 0.962 0.922 0.948 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 5204 Station 10: LAV\lRENCE RD N OF OLD BOYNTON BEACH RD Latitude: 0' 0.000 Undefined Start 23-Jan-OO N/A Hour Totals S/A Hour Totals Combined Totals Time lhu Morning Afternoon Morn" Afternoon Morn" Afternoon Morning Afternoon Morning Afternoon 12:00 3 94 15 139 18 233 12:15 7 114 11 119 18 233 12:30 12 114 11 135 23 249 12:45 2 106 24 428 9. 107 <<> ~ 11 213 01:00 5 111 4 128 9 239 01;15 2 118 5 113 7 231 01:30 5 111 4 121 9 232 ON5 4 121 16 461 4 134 17 496 8 255 02:()() 4 122 4 140 8 262 02:15 "4 10 1.4Q 14 297 02:30 5 3 146 8 258 02:45 0 13 529 7 156 24 582 7 294 03:00 2 3 152 5 275 03:15 5 .138 4 169 9 307 03:30 1 103 2 190 3 293 03:45 3 131 11 495 3 182 12 693 6 313 04:00 3 127 3 167 6 294 04:15 4 112 7 189 11 301 04:30 4 111 1 180 5 291 04;45' 2 112 13 462 3 211 14 747 5 323 05:00 5 125 3 8 05:15 16 107 1 17 05:30 12 135 6 18 05:45 33 111 66 478 8 18 891 41 06:00 31 126 20 206 51 332 06;15 44 1~ 12 213 56 321 06:30 71 109 28 177 99 286 06:45 97 100 243 443 39 131 99 727 136 231 07:00 107 85 80 143 187 228 Q7:15 138 84 75 135 213 219 07:30 63 77 116 179 07:45 52 636 284 70 102 302 496 154 08:00 57 75 104 161 08;15 43 76 74 117 08:30 138 51 88 84 226 135 08:45 177 49 674 200 76 75 315 337 253 124 09:00 141 42 89 95 230 137 09:15 110 52 79 80 189 132 09:30 102 33 79 80 181 113 09:45 123 34 476 161 88 62 335 317 211 96 10:00 115 36 75 53 190 89 10:15 107 28 97 53 204 81 10:30 119 26 96 37 215 63 10:45 111 27 452 117 101 35 369 178 212 62 11:00 118 21 121 35 239 56 11:15 125 16 108 25 233 41 11:30 123 14 102 25 225 39 11:45 114 15 480 66 125 27 456 112 239 42 Total 3104 4124 2007 6076 5111 10200 Percent 42.go,{, 57.1% 24.8% 75.2% 33.4% 66.6% Combined 7228 8083 15311 Total Peak 07:30 02:15 11:00 05:00 07:30 05:00 Volume 750 530 456 891 1048 1369 PHF. 0.893 0.844 0.912 0.973 0.936 0.940 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000005638 Station 10: LA~ENCE RO 500'S OF BOYNTON BCH BLVD Latitude: 0' 0.000 Undefined Slart 25-Mar-OO N/A Hour T olals S/A Hour T olals Combined Totals Time Tue Afternoon Afternoon Memoon Mornin Afternoon Morning Afternoon 12:00 4 104 5 73 9 177 12:15 2 83 4 54 6 137 12:30 1 88 1 60 2 148 12:45 3 ..91 10 366 0 65 10 252 3 156 01:00 0 119 3 57 3 176 01:15 0.. 122 1 54 1 176 01:30 1 96 0 67 1 163 01:45 0 80 1 417 0 70 4 248 0 150 02:00 0 124 0 54 0 178 02:15 0 119 2 60 2 179 02:30 3 118 1 58 4 176 02:45 0 104 3 465 0 51 3 223 0 155 03:00 2 0 58 2 03:15 1 1 48 2 03:30 2 0 65 2 03:45 0 .5 528 0 72 1 243 0 04:00 2 105 1 3 162 04:15 0 87 3 3 159 04:30 3 92 0 3 158 04:45 4 1()5 9 389 2 6 276 6 186 05:00 9 176 1 35 10 211 05:15 7 136 4 57 11 193 05:30 19 88 7 70 26 158 05:45 12 112 47 512 2 65 14 227 14 177 06:00 36 74 8 68 44 142 00:15 43 82 13 43 56 125 06:30 56 56 15 47 71 103 06:45 75 51 210 263 21 49 57 207 96 100 07:00 105 43 17 36 122 79 07:15 114 60 20 32 134 92 07:30 112 45 23 29 135 74 07:45 34 482 182 24 22 84 119 175 56 08:00 41 37 32 157 73 08:15 35 29 28 147 63 08:30 20 45 15 158 35 08:45 92 31 443 127 53 .12 164 87 145 43 09:00 80 39 53 14 133 53 09:15 79 23 40 19 119 42 09:30 102 17 53 21 155 38 09:45 70 15 331 94 56 13 202 67 126 28 10:00 81 15 20 136 35 10:15 80 11 10 140 21 10:30 105 7 10 17 10:45 95 4 361 37 6 242 46 10 11:00 118 8 46 8 16 H:15 101 7 49 3 10 11:30 85 5 66 3 8 11:45 105 7 409 27 46 5 2.07 1.9 12 Total 2311 3407 994 2014 5421 Percent 40.4% 59.6% 33.0% 67.0% 62.1% Combined 5718 3008 Total 8726 Peak 07:45 03:00 10:00 04:00 10:30 03:00 Volume 502 528 242 276 641 771 PHF. 0.831 0.750 0.917 0.852 0.916 0.914 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, Fl 33406 Site Code: 000000004624 Station ID: CONGRESS AVE 350' N OF LANTANA RD Latitude: O' 0.000 Undefined Start 04-FelHl3 N/A Hour Totals S/A Hour Totals Combined Totals Time Tue Morning Afternoon Momi Afternoon Momin Afternoon Mornin Afternoon Morning Afternoon 12:00 38 284 42 350 80 634 12:15 19 284 27 411 46 695 12:30 24 300 23 340 47 640 12:45 18 328 99 1196 19 255 111. 1356 37 583 01:00 18 286 21 291 39 577 01:15 21 307 22 278 43 585 01:30 15 331 10 295 25 626 01:45 7 331 61 1255 10 378 63 1242 17 709 02:00 13 330 10 358 23 688 02:15 9 336 14 355 23 691 02:30 5 375 7 365 12 740 02:45 4 333 31 1374 10 354 41 1432 14 687 03:00 17 359 16 345 33 704 03:15 6 385 10 380 16 765 03:30 6 342 20 436 26 778 03:45 7 330 36 1416 6 360 52 1521 13 690 04:00 8 280 8 405 16 685 04:15 9 12 387 21 751 04:30 13 20 405 33 784 04:45 15 45 1418 21 61 1616 36 05:00 24 23 47 05:15 35 338 32 67 05:30 40 376 44 84 05:45 71 397 170 1481 54 380 153 1673 125 m 06:00 100 358 87 365 187 723 06:15 164 303 110 307 274 610 06:30 247 275 178 283 425 558 06:45 289 234 8Q(J 1170 187 274 562 1229 476 508 07:00 346 189 257 238 603 427 07:15 21t) 2J8. 243 453 07:30 187 293 212 399 07:45 175 1804 761 252 216 1040 909 391 08:00 133 272 203 336 08:15 350 146 235 174 585 320 08:30 344 124 252 163 596 287 08:45 385 135 1531 538 222 154 981 694 607 289 09:00 325 129 236 198 561 327 09:15 266 143 266 186 532 329 09:30 298 108 328 138 626 246 09:45 269 121 1158 501 254 113 1084 635 523 234 10:00 231 100 228 74 459 174 10:15 284 83 278 75 562 158 10:30 340 66 293 68 633 134 10:45 286 61 1141 310 314 70 1113 287 600 131 11:00 303 60 299 61 602 121 11:15 304 41 298 42 602 83 11:30 261 37 368 61 629 98 11:45 295 43 1163 181 361 27 1326 191 656 70 Total 8039 11601 6587 12785 14626 24386 Percent 40.9% 59.1% 34.0% 66.0% 37.5% 62.5% Combined 19640 19372 39012 Total Peak 07:15 04:15 11:00 04:45 ~ 41iP Volume 1910 1508 1326 1712 PHF. 0.873 0.950 0.901 0.982 0.921 .980 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000004600 Station 10: CONGRESS AVE 1000'S OF lANTANA RO Latitude: O' 0.000 Undefined Start 04-Feb-03 N/A Hour Totals S/A Hour T Dials Combined T Dials Time Tue Momin Afternoon Momin Afternoon Morning Memoon Momin Afternoon Momin Afternoon 12:00 36 206 30 225 66 431 12:15 27 22$ 25 219 52 504 12:30 22 248 19 251 41 499 12:45 20 248 105 927 21 217 95 9n 41 465 01:00 17 237 13 226 30 463 01:15 23 255 14 Zl1 37 466 01:30 9 245 15 206 24 451 . 01:45 6 237 55 974 12 243.. 54 886 18 480 02:00 14 233 5 314 19 547 02:15 12 277 7 262 19 539 02:30 7 270 8 256 15 526 02:45 6 .276 39 1056 6 276 26 1108 12 552 03:00 8 303 9 259 17 562 03:15 3 293 10 2115 13 578 03:30 9 304 12 304 21 608 03:45 6 275 26 1175 8 292 39 1140 14 567 04:00 5 297 10 281 15 578 !)U5 12 299 10 287 22 586 04:30 9 18 27 ' .04:45 9 35 1241 16 54 1201 25 05:00 16 23 39 05:15 22 29 51 05:30 39 312 38 323 77 635 05:45 51 315 128 1262 38. 289 128 1262 89 604 06:00 61 316 60 263 121 579 06:15 109 300 83 229 192 529 06:30 155 266 133 229 288 495 06:45 162 204 487 1086 140 227 416 948 302 431 07:00 188 189 210 428 398 07;15 226 194 420 07:30 189 185 374 07:45 157 1206 760 147 937 736 304 08:00 229 115 161 276 08:15 231 143 189 145 420 288 08:30 234 134 186 121 420 255 08:45 250 125 944 517 164 133 769 560 414 258 09:00 213 120 177 146 390 266 09:15 176 126 182 136 358 262 09:30 181 113 228 105 409 218 09:45 206 97 776 456 203 85 790 472 409 182 10:00 188 110 161 65 349 175 10:15 208 72 174 69 382 141 10:30 226 60 196 64 422 124 10:45 231 58 853 300 254 63 785 261 485 121 11:00 218 59 205 62 423 121 11:15 215 31 211 31 426 62 11:30 176 33 273 51 449 84 11:45 229 47 838 170 254 32 943 176 483 79 Total 5492 9924 5036 9722 10528 19646 Percent 35.6% 64.4% 34.1% 65.9% 34.9% 65.1% Combined 15416 14758 30174 Total Peak 07:00 04:30 07:15 04:30 07:15 ~ VoIU'Tle 1206 1280 978 1283 ~ 256 PHF. 0.882 0.964 0.896 0.896 0.890 .955 JAMAR Technologies, Inc. Page 1 151 Keith Valley Road Harsham, PA 19044 Site Code: 4610 Change These in the Preferences Screen Station ID: CONGRESS AVE 1000' S OF HYPOLUXO RD Latitude: O' 0.000 Undefined Start 06-feb-03 N1A Hour Totals S1A Hour Totals Combined Totals Time Thu Mom' Aflemoon Momi Aflemoon Momin Aflemoon Momi Aflemoon Mom' Aflemoon 12:00 35 281 47 263 82 544 12:15 36 263 28 271 64 534 12:30 22 277 23 292 45 569 12:45 15 271 106 1092 19 295 117 1121 34 566 01:00 15 282 19 307 34 589 01:15 19- 247 19 267 38 534 01:30 16 253 20 317 36 570 01:45 10 246 60 1028 14 293 72 1209 24 544 02:00 15 331 14 313 29 644 02:15 9 312 15 328 24 640 02:30 8 285 9 337 17 622 02:45 5 326 37 1254 6 333 44 1311 11 659 03:00 5 351 8 373 13 724 03:15 12 347 4 355 16 702 03:30 11 313 9 318 20 631 03:4$ 4 344 32 1355 .6 317 27 1363 10 661 04:00 6 345 9 342 15 687 04:15 9 348 10 3?6 19 674 04:30 16 328 7 401 23 729 04:45 15 319 46 1340 12 345 38 1414 27 664 05:00 15 346 20 35 05:15 26 27 53 05:30 42 39 81 05;4$ 49 132 1414 56 142 1608 105 06:00 46 73 364 119 728 06~15 61 281 91 328 152 609 06:30 130 298 121 300 251 598 .06:4$ 153 278 390 1221 161 356 446 1348 314 634 07:00 177 293 270 454 563 07;15 210 243 246 489 07:30 229 192 244 436 07:4$ 341 172 957 900 223 1367 395 08:00 247 191 248 209 400 06:15 199 216 270 195 469 411 08:30 198 198 221 203 419 401 08;45 217 162 861 767 251 195 990 802 468 357 09:00 171 159 209 190 380 349 09;15 191 156 220 180 411 336 09:30 227 134 178 148 405 282 09:45 233 110. 822 559 241 121 848 639 474 231 10:00 215 88 193 143 408 231 10:15 199 97 243 99 442 196 10:30 206 68 257 99 463 167 10:45 248 64 868 317 235 69 928 410 483 133 11:00 245 61 263 61 508 122 11:15 225 45 257 42 482 87 11:30 251 44 241 47 492 91 11:45 312 36 1033 186 247 41 1008 191 559 77 Total 5346 11433 6027 12399 11373 23832 Percent 31.9% 68.1% 32.7% 67.3% 32.3% 67.7% Combine 16779 18426 35205 d Total Peak 11:00 05:15 07:00 05:00 07:15 ~ Volume 1033 1432 1367 1608 ~ P.H.F. 0.757 0.968 0.872 0.944 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 5206 Station ID: CONGRESS AVE 1750'N OF OLD BOYNTON BCH Latitude: 0' 0.000 Undefined Start 03-Mar'{)3 NfA Hour T olals Sf A Hour T olals Combined Totals Time Moo Morning Afternoon Morning Afternoon Morn. Afternoon Momin Afternoon Monmg Afternoon 12:00 52 440 34 404 86 844 12:15 58 391 30 379 88 770 12:30 33 444 16 398 49 842 12:45 27 444 170 1719 19 419 99 1600" " 46 863 01:00 28 382 19 386 47 768 01.:15 28 397 15 383 43 780 01:30 19 414 17 390 36 804 01:45 19 458 94 1651 7 366 58 1525 26 824 02:00 16 476 13 401 29 877 02:1~ 8 417 7 420 15 837 02:30 13 467 11 396 24 863 02:45 9 455 46 1815 6 374 37 1591 15 829 03:00 10 416 7 17 867 03:15 16 444 9 25 03:30 8 469 11 19 03:45 16 479 50 1808 13 40 1729 29 04:00 9 464 17 429 26 04:15 7 471 17 376 24 847 04:30 18 505 20 362 38 867 04:45 19 421 53 1861 29 362 83 1529 48 783 05:00 22 35 415 57 972 05:15 22 37 359 59 85~ 05:30 27 49 373 76 898\ 05:45 39 110 2074 71 338 192 1485 110 836 : 06:00 53 491 65 372 118 863 06:15 65 396 118 347 183 743 06:30 114 406 201 347 315 753 06:45 152 412 384 1705 238 364 622 1430 390 776 07:00 287 348 321 340 608 688 07:15 212 344 300 ~ 644 07:30 235 329 266 595 07:45 229 285 963 1306 269 1589 1175 65 554 08:00 241 290 228 63 518 08:15 222 247 374 237 596 484 08:30 258 249 356 184 614 433 08:45 233 186 954 972 328 179 1456 828 561 365 09:00 287 209 259 203 546 412 09:15 258 192 283 154 541 346 09:30 263 168 254 150 517 318 09:45 266 146 1074 715 266 120 1062 627 532 266 10:00 282 158 296 114 578 272 10:15 332 128 281 95 613 223 10:30 314 106 348 66 662 172 10:45 339 115 1267 507 392 69 1317 344 731 184 11:00 345 91 322 63 667 154 11:15 385 88 356 65 741 153 11:30 346 67 365 35 711 102 11:45 365 53 1441 299 358 48 1401 211 723 101 Total 6606 16432 7956 14074 14562 30506 Perrent 28.7% 71.3% 36.1% 63.9% 32.3% 67.7% Combined 23038 22030 45068 Total Peak 11:00 05:00 07:15 03:00 10:45 03:15 Volume 1441 2074 1666 1729 2850 3563 PHF. 0.936 0.931 0.940 0.958 0.962 0.916 Palm Beach County TWO CHANNEL SUMMARY Page: 1 01/13/2003 TO 01/14/2003 Site Reference: 130000000000 File: 5610.prn Site ID: 561000000000 TECH'S NAME: SP Location: CONGRESS AVE 150'N OF WOOLBRIGHT RD County: TIME LANE 1 LANE 2 TOTAL N APP S APP am pm am pm am pm ------------------------------------------------------------------------------------------------- 00:15 14 310 34 285 48 595 00:30 14 272 20 301 34 573 00:45 13 324 29 294 42 618 01:00 7 48 349 1255 17 100 295 1175 24 148 644 2430 01:15 17 286 8 282 25 568 01:30 14 296 7 291 21 587 01:45 4 344 10 304 14 648 02:00 13 48 330 1256 10 35 281 1158 23 83 611 2414 02:15 13 338 12 302 25 640 02:30 5 328 9 327 14 655 02: 45 5 350 9 340 14 690 03:00 7 30 309 1325 6 36 356 1325 13 66 665 2650 03:15 7 369 6 318 13 687 03:30 7 322 6 314 13 636 03: 45 13 335 11 357 24 692 04:00 7 34 327 1353 6 29 321 1310 13 63 648 2663 04: 15 5 319 4 381 9 700 04:30 15 330 12 334 27 664 04 :45 12 326 13 351 25 677 05:00 23 55 280 1255 11 40 377 1443 34 95 657 2698 05:15 19 325 15 385 34 710 05:30 32 263 19 421 51 684 05: 45 58 270 25 373 83 643 06:00 90 199 260 1118 26 85 393 1572 116 284 653 2690 06:15 59 229 38 312 97 541 06:30 116 230 47 292 163 522 06:45 192 236 71 225 263 461 07: 00 191 558 209 904 89 245 238 1067 280 803 447 1971 07:15 284 185 135 178 419 363 07:30 360 170 125 161 485 331 07:45 399 172 169 159 fS68 , 331 08:00 421 1464 187 714 153 582 121 619 : 574: 2046 308 1333 08:15 322 148 176 117 ~ 265 08:30 309 162 180 130 48 ' 292 08:45 298 146 198 124 496 270 09:00 266 1195 129 585 221 775 116 487 487 1970 245 1072 09:15 258 163 227 109 485 272 09:30 227 140 183 74 410 214 09:45 270 122 193 96 463 218 10:00 226 981 73 498 246 849 66 345 472 1830 139 843 10:15 234 66 229 74 463 140 10:30 219 54 260 84 479 138 10:45 269 57 260 51 529 108 11: 00 243 965 79 256 271 1020 67 276 514 1985 146 532 11: 15 290 49 265 67 555 116 11: 30 281 43 269 45 550 88 11: 45 286 37 243 41 529 78 12:00 289 1146 33 162 297 1074 36 189 586 2220 69 351 ------------------------------------------------------------------------------------------------- TOTALS 17 4 04 15836 33240 AM Times 07:30 11: 15 11: 15 AM Peaks 1502 1074 2220 Factors PHF: .89 PHF: .90 PHF: .94 PM Times 14:30 17 :15 16:45 PM Peaks 1356 1572 2728 Factors PHF: .91 PHF: .93 PHF: .96 Palm Beach County TWO CHANNEL SUMMARY Page: 1 01/13/2003 TO 01/14/2003 Site Reference: 130000000000 File: 5624.prn Site ID: 562400000000 TECH'S NAME: SP Location: CONGRESS AVE 500'N OF 23RD AVE County: TIME LANE 1 LANE 2 TOTAL N APP S APP am pm am pm am pm ------------------------------------------------------------------------------------------------- 00:15 35 259 35 268 70 527 00:30 21 265 54 333 75 598 00:45 22 257 37 340 59 597 01:00 17 95 294 1075 39 165 304 1245 56 260 598 2320 01:15 12 297 21 338 33 635 01:30 13 269 14 313 27 582 01:45 10 262 7 314 17 576 02:00 4 39 293 1121 16 58 331 1296 20 97 624 2417 02: 15 12 285 13 296 25 581 02:30 8 305 12 280 20 585 02:45 13 274 12 383 25 657 03:00 5 38 298 1162 11 48 334 1293 16 86 632 2455 03:15 8 342 7 386 15 728 03:30 7 315 7 361 14 676 03:45 10 268 10 375 20 643 04:00 12 37 323 1248 17 41 376 1498 29 78 699 2746 04: 15 14 312 10 398 24 710 04: 30 11 307 4 358 15 665 04: 45 9 286 12 333 21 619 05:00 22 56 310 1215 19 45 409 1498 41 101 719 2713 05:15 37 287 16 381 53 668 05:30 28 281 24 480 52 761 05:45 46 296 20 427 66 ~ 06:00 67 178 248 1112 37 97 440 1728 104 275 8 2840 06:15 107 270 44 391 151 661 06:30 89 233 68 359 157 592 06:45 135 227 77 287 212 514 07:00 196 527 203 933 107 296 270 1307 303 823 473 2240 07:15 279 222 143 246 422 468 07:30 299 159 176 191 475 350 07:45 396 165 200 178 596 343 08:00 472 1446 147 693 248 767 165 780 ~,w 312 1473 08:15 575 158 214 142 78 300 08:30 389 132 265 130 654 262 08:45 367 130 238 137 267 09:00 318 1649 116 536 234 951 146 555 552 2600 262 1091 09:15 277 118 274 125 551 243 09:30 276 141 240 124 516 265 09:45 250 117 238 110 488 227 10:00 225 1028 130 506 213 965 102 461 438 1993 232 967 10:15 232 73 267 73 499 146 10:30 225 72 257 92 482 164 10: 45 204 74 278 78 482 152 11: 00 237 898 56 275 278 1080 72 315 515 1978 128 590 11: 15 243 75 298 73 541 148 11 :30 254 59 251 61 505 120 11: 45 235 43 277 59 512 102 12:00 227 959 40 217 283 1109 63 256 510 2068 103 473 ------------------------------------------------------------------------------------------------- TOTALS 17043 17854 34897 AM Times 07:45 11: 15 AM Peaks 1832 1109 ~ Factors PHF: .79 PHF: .93 HF: .87 PM Times 15:15 17: 30 ~ PM Peaks 1248 1738 2871 Factors PHF: .91 PHF: .90 HF: .94 Palm Beach County TWO CHANNEL SUMMARY Page: 1 01/13/2003 TO 01/14/2003 Site Reference: 130000000000 File: 5626.prn Site ID: 562600000000 TECH'S NM1E: SI' Location: CONGRESS AVE 200'S OF 23RD AVE County: TIME LANE 1 LANE 2 TOTAL N APP S APP am pm am pm am pm ------------------------------------------------------------------------------------------------- 00:15 31 321 51 331 82 652 00:30 20 343 50 388 70 731 00:45 24 318 35 342 59 660 01:00 14 89 330 1312 27 163 339 1400 41 252 669 2712 01:15 12 337 15 355 27 692 01:30 8 303 7 353 15 656 01 :45 10 343 14 353 24 696 02:00 5 35 322 1305 13 451 332 13513 18 84 654 2698 02:15 11 323 15 298 26 621 02:30 13 374 12 425 25 799 02:45 7 355 9 352 16 707 03:00 11 42 314 1366 6 42 472 1547 17 84 786 2913 03:15 7 379 12 404 19 783 03:30 10 324 7 385 17 709 03:45 11 369 18 409 29 778 04:00 19 47 379 1451 11 48 443 1641 30 95 822 3092 04 :15 9 337 8 404 17 741 04:30 13 360 10 417 23 777 04: 45 28 308 21 24 49 732 05:00 41 91 34 1353 13 52 1 1761 54 143 864 3114 05:15 46 28 34 532 80 818 05:30 56 331 25 595 81 926 05:45 80 277 33 478 113 755 06:00 139 321 281 1175 37 129 488 2093 176 450 769 3268 06:15 135 268 59 407 194 675 06:30 158 242 91 336 249 578 06:45 209 225 116 305 325 530 07:00 298 800 253 988 149 415 258 1306 447 1215 511 2294 07:15 373 194 173 214 546 408 07: 30 451 188 214 185 665 373 07:45 534 172 69 158 803 330 08:00 570 1928 151 705 281 937 153 710 851 2865 304 1415 08:15 508 135 09 144 817 279 08:30 145 72 142 724 287 08:45 401 139 266 142 667 281 09:00 374 1735 133 552 285 1132 141 569 659 2867 274 1121 09:15 352 127 285 140 637 267 09:30 306 145 271 116 577 261 09:45 287 142 233 100 520 242 10:00 280 1225 102 516 276 1065 82 438 556 2290 184 954 10:15 277 72 276 96 553 168 10:30 235 80 301 79 536 159 10:45 265 70 294 83 559 153 11:00 300 1077 86 308 282 1153 74 332 582 2230 160 640 11:15 286 69 282 67 568 136 11 :30 274 54 306 72 580 126 11: 45 290 49 306 50 596 99 12:00 283 1133 43 215 300 1194 43 232 583 2327 86 447 -----------------------------------------------------------------------------------------~------- TOTALS 19769 19801 39570 AM Times 07:45 10:45 ~ AM Peaks 2064 1164 31 Factors PHF: .90 PHF: .95 PHF: .93 PM Times 15:15 17: 00 ~ PM Peaks 1451 2121 336 Factors PHF: .95 PHF: .89 PHF: .90 20bH /2tJ2. IIJ/ 2/2/ Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 4648 Station 10: HIGH RIDGE RD 200' S OF HYPOLUXO RD Latitude: O' 0.000 Undefined Start 23-Jan-03 N/A Hour T olals S/A Hour T olals Combined Totals Time lhu Mom; Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 41 1 44 6 85 12:15 4 42 5 32 9 74 12:30 4 34 2 38 6 72 12:45. 2 37 15 154 0 39 8 153 2 76 01:00 1 29 2 31 3 60 01:15 1 41 1 31 2 72 01:30 2 35 0 41 2 76 01:45 2 28 6 133 3 34 6 137 5 62 02:00 1 38 4 62 5 100 02:15 1 32 1 47 2 79 02:30 3 0 58 3 113 02:45 2 7 194 1 78 6 245 3 147 03:00 3 1 113 4 1n 03:15 6 2 61 8 105 03:30 3 42 1 65 4 107 03:45 4 42 16 192 1 41 5 280 5 83 04:00 4 44 1 47 5 91 04:15 6 68 3 66 9 04:30 6 49 1 7 04:45 9 56 25 217 6 11 289 15 05:00 16 43 3 19 05:15 12 54 5 17 127 05:30 22 59 6 74 28 133 05:45 19 49 69 205 7 61 21 315 26 110 06:00 8 69 5 40 13 109 06:15 21 44 14 42 35 86 06:30 28 44 10 41 38 85 06:45 33 32 90 189 28 52 57 175 61 84 07:00 46 39 49 32 95 71 07:.15 47 24 58 30 105 54 07:30 26 31 57 07:45 20 325 109 22 321 115 42 08:00 15 9 24 08:15 21 20 41 08:30 45 17 37 18 82 35 08:45 37 16 213 69 42 11 230 58 79 27 09:00 27 15 40 18 67 33 09:15 25 22 31 29 56 51 09:30 26 18 24 17 50 35 09:45 20 13 98 68 35 5 130 69 55 18 10:00 31 13 34 7 65 20 10:15 20 12 26 5 46 17 10:30 35 6 25 5 60 11 10:45 30 8 116 39 25 5 110 22 55 13 11:00 23 6 31 6 54 12 11:15 32 5 18 1 50 6 11:30 41 8 45 1 86 9 11:45 23 7 119 26 32 1 126 9 55 8 Total 1099 1595 1031 1867 2130 3462 Percent 40.8% 59.2% 35.6% 64.4% 38.1% 61.9% Combined 2694 2898 5592 Total Peak 07:30 02:30 07:30 04:30 07:30 04:15 Volume 363 232 365 356 ~~ PH-F. 0.677 0.841 0.671 0.788 0.674 . Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000004806 Station 10: SEACREST BL 1000'S OF HYPOLUXO RO Latitude: O' 0.000 Undefined Start 26-Mar~3 N/A Hour Totals S/A Hour Totals Combined Totals Time Wed Morning Afternoon Mornin Afternoon Morn- Afternoon Morning Afternoon Momin Afternoon 12:00 8 65 9 115 17 180 12:15 0 64 4 93 4 157 12:30 1 52 3 80 4 132 12:45 2 40 11 221 2 82 18 370 4 122 01 :00 3 60 5 66 8 126 01:15 3 56 5 96 8_ 152 01:30 3 57 3 115 6 172 01:45 3 84 12 257 2 108 15 385 5 192 02:00 2 1 127 3 246 02:15 2 3 111 5 195 02:30 0 0 111 0 178 02:45 2 6 404 0 209 4 558 2 343 03:00 1 101 2 123 3 224 03:15 2 82 1 130 3 212 03:30 0 75 3 127 3 202 03:45 3 75 6 333 2 130 8 510 5 205 04:00 0 57 2 149 2 206 04:15 1 73 2 155 3 228 04:30 4 66 2 180 6 246 04:45 2 62 7 258 3 190 9 674 5 252 05:00 7 69 5 12 254 05:15 14 69 10 24 05:30 17 67 19 36 05:45 18 62 56 267 33 67 823 51 06:00 17 74 26 183 43 06:15 50 57 152 102 _ .209 06:30 57 65 140 :.:.: 205 06:45 70 56 194 252 112 399 587 168 07:00 119 77 96 173 07:15 46 0 96 142 07:30 54 0 79 120 133 07:45 38 467 215 0 78 108 349 119 116 08:00 50 0 77 126 127 08:15 86 51 0 73 86 124 08:30 71 62 0 62 71 124 08:45 61 77 344 240 0 56 0 268 61 133 09:00 61 48 0 60 61 108 09:15 54 34 0 60 54 94 09:30 56 32 0 55 56 87 09:45 55 24 226 138 0 45 0 220 55 69 10:00 48 13 0 40 48 53 10:15 70 15 0 33 70 48 10:30 62 20 0 28 62 48 10:45 56 15 236 63 0 28 0 129 56 43 11:00 57 20 0 30 57 50 11:15 111 6 0 17 111 23 11:30 73 5 0 12 73 17 11:45 54 12 295 43 0 13 0 72 54 25 Total 1860 2691 628 4945 2488 7636 Percent 40.9% 59.1% 11.3% 88.7% 24.6% 75.4% Combined 4551 5573 10124 Total Peak 07:15 02:00 06:15 05:00 06:30 05:15 Volume 474 404 481 823 784 1093 PHF. 0.940 0.754 0.575 0.816 0.703 0.797 Palm Beach County TWO CHANNEL SUMMARY Page: 03/05/2003 TO 03/ 6/2003 Site Reference: 130000000000 File: 5302.prn Site ID: 530200000000 TECH'S NAME: SP Location: SEACREST BL 970'N OF BOYNTON BCH BLVD County: TIME LilliE 1 LANE 2 TOTAL N APP S APP am pm am pm am pm ------------------------------------------------------------------------------------------------- 00:15 20 94 24 113 44 207 00:30 21 77 18 105 39 182 00: 45 8 114 18 109 26 223 01:00 8 51 82 361 15 15 89 416 23 132 171 183 01:15 15 86 11 102 26 188 01:30 6 87 14 110 20 197 01: 45 1 98 10 106 11 204 02:00 11 33 96 361 7 42 115 433 18 15 211 800 02:15 6 108 4 121 10 229 02:30 6 129 7 107 13 236 02: 45 12 117 5 100 17 217 03:00 5 29 109 463 6 22 125 453 11 51 234 916 03:15 6 110 2 116 8 226 03:30 5 114 6 143 11 257 03: 45 0 135 2 139 2 274 04:00 3 14 122 481 4 14 140 538 7 28 262 1019 04:15 5 136 4 168 9 304 04:30 5 130 3 179 8 309 04:45 6 123 2 165 8 288 05:00 13 29 117 506 9 18 180 692 22 47 297 1198 05:15 16 124 8 202 24 326 05:30 17 131 7 194 24 325 05:45 30 140 9 203 39 343 06:00 52 115 133 528 17 41 161 760 69 156 294 1288 06:15 51 144 28 163 79 307 06:30 74 134 36 160 110 294 06:45 98 132 32 172 130 304 07:00 110 333 134 544 35 131 150 645 145 464 284 1189 07: 15 99 121 52 139 151 260 07:30 124 122 66 137 190 259 07: 45 159 117 96 139 255 256 08:00 111 553 101 461 103 317 106 521 274 810 207 982 08:15 178 101 109 84 287 185 08:30 129 74 10 96 139 170 08:45 122 93 90 99 212 192 09:00 110 539 82 350 98 301 100 379 208 846 182 729 09:15 118 60 66 91 184 151 09:30 112 73 86 72 198 145 09:45 69 69 63 71 132 140 10:00 107 406 63 265 80 295 53 281 187 101 116 552 10: 15 94 58 87 55 181 113 10:30 89 54 82 54 171 108 10:45 96 44 91 44 187 88 11:00 85 364 45 201 99 359 46 199 184 123 91 400 11: 15 111 24 84 31 195 55 11: 30 87 23 97 36 184 59 11: 45 93 23 90 39 183 62 12:00 80 371 22 92 99 370 29 135 179 141 51 221 ------------------------------------------------------------------------------------------------- TOTALS 7468 7449 14917 AM Times 07:45 07:30 07:30 AM Peaks 637 374 1006 Factors PllF: .89 PllF: .85 PllF: .87 PM Times 17 :45 17:00 17:00 PM Peaks 551 779 1291 Factors PHF: .95 PIlF: .95 PHF: .94 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000005800 Station 10: SEACREST Bl S OF BOYNTON BCH BL Latitude: O' 0.000 Undefined Start 03-Mar-OO N/A Hour Totals S/A Hour Totals Combined Totals Time Moo Morning Afternoon Mom- Afternoon Mom- Memoon Momin Afternoon Mom' Afternoon 12:00 13 127 15 156 28 283 12:15 21 114 17 150 38 264 12:30 9 110 11 146 20 256 12:45 8 94 51 445 16 163 59 615 24 257 01:00 9 107 7 146 16 253 01:15 7 117 5 157 12 274 01:30 9 115 10 126 19 241 01:45 2 120 27 459 9 155 31 584 11 275 02:00 2 152 3 168 5 320 02:15 6 132 5 144 11 276 02:30 1 110 5 131 6 241 02:45 2 120 11 514 2 140 15 583 4 260 03:00 1 140 3 160 4 300 03:15 3 149 5 149 8 298 03:30 5 124 1 182 6 306 03:45 5 153 14 566 8 187 17 678 13 340 04:00 4 167 2 183 6 350 04:15 5 152 4 201 9 353 04:30 3 137 5 209 8 346 04:45 12 148 24 604 13 24 845 25 '! 05:00 13 10 23 05:15 14 13 27 05:30 23 20 43 .."- 05;45 38 88 678 24 189 67 844 62 360 06:00 37 158 38 168 75 326 06:15 53 133 55 166 108 299 06:30 74 133 53 169 127 302 06:45 119 127 283 551 62 171 208 674 181 298 07:00 112 132 90 155 202 287 07:15 128 130 78 149 206 279 07:30 120 101 137 126 257 227 07:45 91 561 454 142 105 447 535 196 08:00 99 126 117 216 08:15 83 106 106 189 08:30 83 127 100 183 08:45 156 77 663 342 131 82 490 405 287 159 09:00 127 70 112 91 239 161 09:15 105 70 118 62 223 132 09:30 113 60 108 70 221 130 09:45 107 59 452 259 129 66 467 289 236 125 10:00 98 48 109 50 207 98 10:15 119 40 137 54 256 94 10:30 114 37 133 43 247 80 10:45 133 37 464 162 148 42 527 189 281 79 11:00 134 30 138 39 272 69 11:15 145 32 154 37 299 69 11:30 116 25 132 30 248 55 11:45 133 20 528 107 156 24 580 130 289 44 Total 3166 5141 2932 6371 6098 11512 Percent 38.1% 61.9% 31.5% 68.5% 34.6% 65.4% Combi1ed 8307 9303 17610 Total Peak 07:45 05:00 11:00 04:45 07:45 04:45 Volume 708 678 580 907 1209 1562 P.HF. 0.827 0.897 0.929 0.900 0.881 0.952 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000005802 Station 10: SEACREST BLVD 600'N OF 23RO AVE/GOLF RO Latitude: O' 0.000 Undefined Start 03-Mar .ro N/A Hour Totals S/A Hour Totals Combined Totals Time Moo M Afternoon Morning Afternoon Morning Afternoon Mornin Afternoon Momin Afternoon 12:00 21 163 25 183 46 346 12:15 26 139 30 169 56 308 12:30 12 155 36 168 48 323 12:45 13 141 72 598 15 153 106 673 28 294 01:00 14 153 16 170 30 323 01:15 8 148 16 193 24 341 01:30 9 158 12 164 21 322 01:45 10 172 41 631 10 165 54 692 20 337 02:00 7 166 9 198 16 364 02:15 6 170 14 194 20 364 02:30 3 172 12 177 15 349 02:45 6 202 22 710 6 213 41 782 12 415 03:00 5 191 9 254 14 445 03:15 4 194 8 235 12 429 03:30 8 188 11 263 19 451 03:45 8 180 25 753 5 244 33 996 13 424 04:00 8 9 262 17 489 04:15 5 5 258 10 462 04:30 9 6 15 " 04:45 13 35 621 18 38 1051 31 05:00 18 184 16 34 05:15 26 177 17; 43, 05:30 26 179 34 241 60 420 05:45 51 183 121 723 53 255 120 1095 104 438 06:00 61 211 52 203 113 414 06:15 74 173 76 230 150 403 06:30 120 169 104 201 224 370 06:4$ 225 167 480 720 113 181 345 815 338 348 07:00 229 156 148 166 377 322 07:15 211 148 164 146 375 294 07:30 136 185 163 299 07:45 106 1012 546 182 130 679 605 236 08:00 108 161 144 252 08:15 110 178 103 "~~ 213 08:30 207 87 175 115 382 202 08:45 220 83 960 388 163 123 an 485 383 206 09:00 182 81 148 92 330 173 09:15 166 89 138 87 304 176 09:30 164 87 165 72 329 159 09:45 203 65 715 322 157 87 608 338 360 152 10:00 142 60 159 85 301 145 10:15 158 56 156 63 314 119 10:30 158 47 70 357 117 10:45 155 43 613 56 680 274 321 99 11:00 160 50 54 337 104 11:15 176 25 57 347 82 11:30 135 20 36 318 56 11:45 137 27 608 34 713 181 319 61 Total 4704 6540 7987 8798 14527 Percent 41.8% 58.2% 66.1% 37.7% 62.3% Combined 11244 12081 23325 Total Peak 07:30 04:00 10:30 04:30 07:30 04:30 Volume 1105 821 713 1130 1811 1881 PHF. 0.830 0.904 0.896 0.917 0.879 0.956 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000004826 Station 10: US-1 500'N OF GA TEWA Y BL Latitude: O' 0.000 Undefined Start 03-Mar~ N/A Hour Totals S/A Combined Totals Time Moo Afternoon Morn. Afternoon Morning Afternoon Morning Afternoon 12:00 19 168 11 164 30 332 12:15 26 160 10 154 36 314 12:30 16 138 10 157 26 295 12:45 13 186 74 652 11 147 42 622 24 333 01:00 11 176 3 156 14 332 01:15 14 183 10 157 24 340 01:30 5 177 14 138 19 315 01:45 8 162 38 698 5 176 32 627 13 338 02:00 13 171 4 194 17 365 02:15 12 168 2 147 14 315 02:30 8 174 8 168 16 342 02:45 5 166 38 679 5 148 19 657 10 314 03:00 5 189 5 164 10 353 03:15 3 189 4 178 7 367 03:30 2 231 3 185 5 416 03:45 1 211 11 820 4 189 16 716 5 400 04:00 7 240 3 186 10 426 04:15 3 241 10 179 13 420 04:30 8 11 220 19 04:45 4 22 986 12 192 36 m 16 05:00 9 15 202 24 05:15 19 20 39 : 05:30 16 240 23 39 455 05:45 20 247 64 1009 40 98 820 60 443 06:00 39 187 63 102 403 06:15 55 214 70 185 125 399 06:30 60 161 122 157 182 318 06:45 111 144 265 706 147 134 402 692 258 278 07:00 116 157 183 130 299 287 07:15 136 127 116 243 07:30 125 106 231 07:45 115 609 524 84 897 436 199 08:00 88 73 161 08:15. 87 189 83. 332 170 08:30 129 89 197 64 326 153 08:45 160 85 602 349 170 64 789 284 330 149 09:00 148 79 160 67 308 146 09:15 137 84 156 59 293 143 09:30 129 84 168 45 297 129 09:45 139 66 553 313 145 51 629 222 284 117 10:00 153 73 131 54 284 127 10:15 145 54 166 45 311 99 10:30 149 51 159 43 308 94 10:45 157 49 604 227 170 28 626 170 327 77 11:00 153 34 152 22 305 56 11:15 150 30 152 26 302 56 11:30 167 20 174 24 341 44 11:45 149 26 619 110 139 19 617 91 288 45 Total 3499 7073 4203 6114 7702 13187 Pen:ent 33.1% 66.9% 40.7% 59.3% 36.9% 63.1% Combined 10572 10317 20889 Total Peak 07:30 04:30 07:15 05:15 07:15 04:30 Volume 670 1027 947 834 1610 1848 PHF. 0.925 0.951 0.858 0.948 0.890 0.943 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000005304 Station ID: US-1 200'S OF BOYNTON CANAL BRIDGE Latitude: 0' 0.000 Undefined Start 05-Mar.@ N/A Hour Totals S/A Hour Totals Combined Totals Time Wed Morn. Afternoon Mornin Afternoon Morning Afternoon Morn. Afternoon Morning Afternoon 12:00 14 192 26 197 40 389 12:15 15 146 30 231 45 377 12:30 20 224 23 205 43 429 12:45 21 185 70 747 20 211 99 844 41 396 01 :00 14 171 16 122 30 293 01:15 10 184 10 61 20 245 01:30 13 186 13 91 26 277 01:45 8 180 45 721 6 234 45 508 14 414 02:00 9 192 12 216 21 408 02:15 8 170 8 220 16 390 02:30 8 195 7 220 15 415 02:45 9 184 34 741 12 226 39 882 21 410 03:00 2 209 6 237 8 446 03:15 6 204 4 263 10 467 03:30 9 201 3 258 12 459 03:45 9 210 .26 824 3 244 16 1002 12 454 04:00 2 185 6 258 8 443 04:15 5 206 5 274 10 480 04:30 5 217 5 276 10 493 04:45 14 26 846 5 285 21 1093 19 05:00 11 10 21 05:15 13 10 : 23 05:30 30 20 50 . ., 05:45 37 214 91 898 15 55 1343 52 511 06:00 48 206 22 272 70 478 06:15 74 199 43 254 117 453 06:30 113 196 69 233 182 429 06:45 171 179 406 780 79 223 213 982 250 402 07:00 184 146 117 181 301 327 07:15 231 141 110 178 341 319 07:30 123 191 192 315 07:45 130 1046 540 194 156 612 707 286 08:00 106 157 150 256 08:15 133 151 145 278 08:30 248 86 148 122 396 208 08:45 240 89 964 414 154 137 610 554 394 226 09:00 160 92 149 100 309 192 09:15 191 78 157 96 348 174 09:30 173 59 159 115 332 174 09:45 206 74 730 303 177 95 642 406 383 169 10:00 186 69 162 78 348 147 10:15 165 58 135 79 300 137 10:30 167 66 186 66 353 132 10:45 187 51 705 244 180 71 663 294 367 122 11 :00 167 46 189 55 356 101 11:15 212 32 180 45 392 77 11:30 167 27 182 48 349 75 11:45 179 31 725 136 191 45 742 193 370 76 Total 4868 7194 3757 8808 8625 16002 Percent 40.4% 59.6% 29.9% 70.1% 35.0% 65.0% Combined 12062 12565 24627 Total Peak 07:30 04:45 11:00 05:00 07:30 04:45 Volume 1107 922 742 1343 1800 2253 PHF. 0.859 0.960 0.956 0.948 0.877 0.956 Palm Beach County Traffic Engineering Page 1 160 S. Australian Ave West Palm Beach, FL 33406 Site Code: 000000005818 Station ID: US-1 8oo'N OF VVOOLBRIGHT RD Latitude: 0' 0.000 Undefined Start 03-Mar-03 Hour T olals S/A Hour T olals Combined Tolals Time Moo Mornin Morning Afternoon Morning Memoon Morning Afternoon Morning Afternoon 12:00 22 29 259 51 504 12:15 23 27 260 50 533 12:30 17 26 260 43 542 12;45. 22. 34 1011 28 250 110 1029 50 521 01:00 8 22 249 30 504 01:15 12 273 18 257 30 530 01:30 10 273 16 270 26 543 01:45 10 242 40 1043 8 257 64 1033 18 499 02:00 9 261 14 245 23 506 02:15 12 278 17 274 29 552 02:30 6 269 2 271 8 540 02:45 15 261 42 1069 10 247 43 1037 25 508 03:00 6 261 9 288 15 549 03:15 9 255 4 272 13 527 03:30 7 273 6 292 13 565 03:45 7 261 29 1050 5 311 24 1163 12 572 04:00 11 261 8 352 19 ~ ;0;....:'., 04:15 13 258 4 309 17 04:30 16 248 7 23 04:45 18 261 58 1028 7 26 1325 25 05:00 15 262 10 25 588 05:15 29 250 25 54 590 05:30 33 236 25 313 58 549 05:45 48 206 125 954 23 313 83 1292 71 519 06:00 67 222 47 269 114 491 06:15 98 218 44 253 142 471 06:30 140 212 54 248 194 460 06:45 191 161 496 813 81 203 226 973 272 364 07:00 214 154 131 203 345 357 07:30 132 170 156 288 07:45 122 1154 584 187 134 599 656 256 08:00 106 195 133 239 08:15 111 178 115 226 08:30 295 116 195 123 490 239 08:45 305 97 1253 430 230 115 798 486 535 212 09:00 268 109 211 91 479 200 09:15 279 95 199 101 478 196 09:30 272 94 211 96 483 190 09:45 221 70 1040 368 231 76 852 364 452 146 10:00 235 63 205 92 440 155 10:15 234 64 226 78 460 142 10:30 222 56 208 75 430 131 10:45 263 54 954 237 231 63 870 308 494 117 11:00 219 41 213 48 432 89 11:15 257 27 248 43 505 70 11:30 228 28 229 40 457 68 11:45 245 30 949 126 265 22 955 153 510 52 Total 6224 8773 4650 9819 10874 18592 Percen1 41.5% 58.5% 32.1% 67.9% 36.9% 63.1% Combined 14997 14469 29466 Total Peak 07:30 00:15 11:00 04:30 07:30 04:00 Volume 1339 1081 955 1330 2069 2353 P.HF. 0.915 0.958 0.901 0.945 0.935 0.960 .~~ ~~ c:co 9~ ., 0 ~~ x-, u. 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CD 100c U pa w >0" coD.Q ffi ffi :~~ .s:; .s:; u~ii 0 0 I:Du IU IU ~i~ .., ., .m m i.e c: ~l~ 0 c: E t~~ '" '" =~~ 0 0 m m "":NC"i u ~ ~ ,( t+38 . -27 :1367: -36 714 . +14 .. ~ l[ ffilJ ::1.L.-_ ~ -14 . ~ ~ ' ~IJl :5 t :!:j,3.:f:2.- ~ ~1 t-27-38 . +7+27 +29 . ~1[ u.J > -< V) V) u.J ~ U Z o U GATEWAY BLVD. -13-28 .. +26+14 . jt OLD BOYNTON BLVD. +13+28t -26-14 .. LEGEND . -36-27 +36+27 t If + + o -< o ~ u.J Z lL V) ~ ~ t +27+38 . -27-38 12881 - BACKGROUND PM PEAK HOUR TRAFFIC -14 - DIVERTED PM PEAK HOUR TRAFFIC WINCHESTER II o N.T.S. ~ 12/15/04 04-022 I~ TOTAL PM DIVERSIONS D N.T.S. ~ ~ ,( t +14 [ill] . -13 . -19-13 -19 ~ +19+13 * * +17 .. lJ[ GATEWAY BLVD. 1 r 112271 -25 .. -25-17 .. 332 -17 +28+17 . * ~ 0 co"<"'l '" <"'l <( 0 ~ w Z a.. U) ~ ~1 ~ ~ <"'l co }Llt t -4-1 4 ] l t +4+14 . +4+13 . -4-1 4 +15 * -3 t Jf OLD BOYNTON BLVD. +25+17t +25+3 . -28-17 .. L.1.i lEGEND > <( 13321 - BACKGROUND AM PEAK HOUR TRAFFIC U) U) -17 - DIVERTED AM PEAK HOUR TRAFFIC w ~ 0 z 0 u o ~ 12/15/04 04-022 II TOTAL AM DIVERSIONS I~ WINCH ESTER c:::::J Q.N [I] \ON L- roO r- "N..i- A. ..... 0 .... -----J-f-ul .-: z z CO a:::: Z ]~ LU a:::: I- LU l- I- --- ~ I- ~ .(B(+) H+ OVO~ 3NldS U ~ '+- VlVl u.. U 0 zz u.. u.. t ~ < u.. r- go .......... r (9l+) Bl+ (:) a:::: <( VlVl I- a:::: CJ) Z ~~ CJ I- Z L.U L.U L.U LU 0 >> Z a:::: ~ + L.U 00 I- :J UJ ....J Vl ~ I- 0 ~~ X :J ~ <0.... LU u.. ~ I I 0.. CO t t z ~CO U .....M 0 I ...!.- L.l.. t- Z L.l.. >- < ~ 0 CO ~ 0 ~ ...J 0 CO C""l ] 4(B(_) trl-- ~ . u......... __ ...._...... ............................ ..............,............. .:.:. ;.:-;.:-:-:-:-:-:-.-:-:.:.-.:-:.:.:.:.:-:.:.:.:-:.:.:.:.:.:.:.:.:.-.:.:. :.:.:.:-;.:.'.:.:.:.:.:-:.:.;.:.:.;-.-:.;.:.:.-.;.-.;.:"':-:-:-:-:-:':-:-:':':-,-:':':' 03^V SS3~9NOJ t (9<:+) Bl+ (9l-) Hl- .. t (9l-) Bl- 0::::: UJ l- V) UJ I U z $ c:::J r:=::l ~ c::::J - --.J+- ~ z: ~ lH+JS'l+ OVO~ 3NldS ... (( ~-) S'l- .- (a-) (~- ~ ~ o > ...J co >- < 3: UJ I- < (] ~ ~ ~ ~ , ~N[tJ \ON L- .-0 r- "N";' A. .- 0 .... z ~ Z ,.-... L.I.J ~ "<::t I- L.I.J l- I- "+- ~ I- 0 U ~ N V'lV'l U .......... (a+J H+~ ~ ZZ u.... u.... u.... f.J') 00 <( u.... Z 0 V'lV'l ~ <( ~ ~r::k:: I- r::k:: N :z I- LU + LULU CJ U-I >> Z L.I.J l- t.:) ~ U-I 00 I- :J ~ --J ~~ V'l I- <(0... >< ::J CL LU u.... U I I ,-.. t t u.. Lf)M N"- u.. +.t <( ~ l- t::' ~ ~ N + ~ ~ .3^V SS3~~NO:::> ~ LLJ l- V) LLJ I U Z - $ 3^V 3:::>N3~MVl ~~ NN , + c:::J ~N[ID \ON I- ~O 'N-i- A ~o ... ------.t+- u) ..-: z: \0 z ~ll oc z UJ oc -- I-- UJ ~ t I-- I-- \..I- ~ I-- (Bl+)L~+ _ OVO~ 3NldS - ~ 0 1 u ('V') ~ JII"" VlVl u.. U '--' (9f+)6~++ zz u.. u.. CJ) ~ <( u.. C go oc <( Z .- VlVl I-- oc ~ , + Z ococ I-- u.J L.U L.U \] UJ u.J (..:) >> z oc I- u.J 00 I-- ::> ~ --I 0 Vl I-- , ~ ~~ >< ::> CL <(a.. UJ u.. lI:l I I U 0 z --- t t 0 "t'M u.. ~ t- ro N u.. lI:l Z I ~ <( ~ >- ~ 0 ~ 3: lI:l ~ I- w 0 t- ....J <( 0 <.) - C5' ~t "3^V SS3~~NO::::> t t (8l-) L ~ ........................... ........................... "...h .__." d........ .............................- 0....'.,...,.....,.....,.............................,", t (fl+) H+ ~(fl-) to'~- I:YI'I:;....:.:.:.:.:.:.:...:...:.:...:.:.............:......:.. ~ (6l-) Sl .. (L-) to'- + ~~ ~ L..L.I r- r.J) L..L.I I U Z - $ c:::J c::=J ~LIJ ~~ ~ N~ A. ... 0 .... -----t+- ~ z: ~ Z ..--.. ]~I ~ z ~ u.J ~ '-+- I- u.J 0 l- I- +(Ll+) 17+ OVO~ 3NldS ~ I- ~ ~ --- ~ U U tJ) t VlVl LL.. Z r LL.. LL.. (H+) Ll+ zz <( LL.. ~ 00 ~ <( 0 I- ~ LU VlVl l- I-- ... :z ~~ lJ I-- + u.J UJ UJ Z u.J 0 >> ~ ~ u.J 00 I- :) 0 --I Vl I- ~ ~~ X :) U co <(a.. u.J LL.. u... Z I I u... 0 t t 0 t- ~I'.. <( ~ Z >- IN ~ CO 0 ~ I-- ?( CO ~ ~ 0 ..J UJ 0 ~ lJ '" ~ + (Ll-) 17- ] . .................:........;.;.;-;.;-:.. .3^V SS3~:JNO:::> -:-;.:-.-:-:.:-:-:.;.:.:.:.:.;.;.:.:.:-:.:.;.;.:.:.; .... ~f +' t (H-) Lt- ~ L.LJ ~ (f) L.LJ I U Z S c::::::J - INTERSECTION ANALYSIS SHEET WINCHESTER GATEWAY BLVD & CONGRESS AVE (Existing Geometries) Growth Rate (1) Peak Season = Buildout Year = Years = 4.24% 1.00 2008 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existin~ Volume (2/11/03) 71 551 270 258 1148 187 248 997 270 314 535 110 Peak Season Volume 71 551 270 258 1,148 187 248 997 270 314 535 110 Back~round 87 678 332 318 1,413 230 305 1,227 332 386 658 135 Spine Road Diversion (4) (14) (17) 28 (28) (8) (17) (19) (9) 14 % Residential Traffic 6% 10% 1% 0% 10% 0% 0% 1% 6% 1% 1% 0% % Commercial Traffic 13% 12% 1% 0% 12% 0% 0% 0% 13% 1% 0% 0% Residential Traffic 17 28 3 0 5 0 0 3 3 1 1 0 Commercial Traffic 13 12 1 0 21 0 0 0 22 2 0 0 Total 112 704 319 346 1,411 230 305 1,222 341 369 649 149 Critical Volume Analysis No. of lanes 2 I 3 I 1 2 3 I <0 2 I 2 I 1 2 2 1 Approach Volume 1,135 1,987 1,868 1,167 Per lane Volume 56 235 319 173 547 n/a 153 611 341 185 325 149 % Turns from excl. lanes 10% 62% 28% 17% 71% 0% 16% 65% 18% 32% 56% 13% E!W Effective '/.Ic - - - - - - - 0.41 - - 0.2 - North-South Critical NB LT + SB TH = 603 SB l T + NB TH = 408 East-West Critical EB l T + WB TH = 478 WB l T + EB TH = 796 Maximum Critical Sum 603 + 796 = 1,399 STATUS? NEAR PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT IT Thru RT LT Thru RT Existin~ Volume (2/11/03) 436 1538 459 144 1071 201 305 529 234 580 1111 254 Peak Season Volume 436 1,538 459 144 1,071 201 305 529 234 580 1,111 254 Back~round 537 1,893 565 177 1,318 247 375 651 288 714 1,367 313 Spine Road Diversion (27) (38) (28) 26 (26) 1 (14) (36) (0) 38 % Residential Traffic 6% 10% 1% 0% 10% 0% 0% 1% 6% 1% 1% 0% % Commercial Traffic 13% 12% 1% 0% 12% 0% 0% 0% 13% 1% 0% 0% Residential Traffic 7 12 1 0 25 0 0 2 15 2 1 0 Commercial Traffic 67 62 5 0 S6 0 0 0 61 5 0 0 Total 585 1,929 543 203 1,373 247 375 654 350 685 1,368 351 Critical Volume Analysis No. of lanes 2 3 1 2 I 3 I <0 2 I 2 1 2 I 2 I 1 Aooroach Volume 3,057 1823 1379 2404 Per lane Volume 293 643 543 102 540 n/a 188 327 350 343 684 351 % Turns from excl. lanes 19% 63% 18% 11% 75% 0% 27% 47% 25% 28% 57% 15% E!W Effective !!Ic - - - - - - - 0.16 - - 0.37 - North-South Critical NB l T + SB TH = 833 SB l T + NB TH = 745 East-West Critical EB l T + WB TH - 872 WB l T + EB TH - 670 Maximum Critical Sum 833 + 872 - 1,705 STATUS? OVER 12/2Q/2004 12:47 INTERSECTION ANALYSIS SHEET WINCHESTER GATEWAY BLVD & CONGRESS AVE (Proposed Geometries) Growth Rate (1) Peak Season = Buildout Year = Years == 4.24% 1.00 2008 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT IT Thru RT LT Thru RT LT Thru RT Existin~ Volume (2/11/03) 71 551 270 258 1148 187 248 997 270 314 535 110 Peak Season Volume 71 551 270 258 1,148 187 248 997 270 314 535 110 Back~round 87 678 332 318 1,413 230 305 1,227 332 386 658 135 Spine Road Diversion (4) (14) (17) 28 (28) (8) (17) (19) (9) 14 % Residential Traffic 6% 10% 1% 0% 10% 0% 0% 1% 6% 1% 1% 0% % Commercial Traffic 13% 12% 1% 0% 12% 0% 0% 0% 13% 1% 0% 0% Residential Traffic 17 28 3 0 5 0 0 3 3 1 1 0 Commercial Traffic 13 12 1 0 21 0 0 0 22 2 0 0 Total 112 704 319 346 1,411 230 305 1,222 341 369 649 149 Critical Volume Analysis No. of lanes 2 3 I 1 2 I 3 1 2 3 I 1 2 I 3 I 1 Approach Volume 1,135 1,987 1,868 1,167 Per lane Volume 56 235 319 173 471 230 153 408 341 185 217 149 % Turns from excl. lanes 10% 62% 28% 17% 71% 12% 16% 65% 18% 32% 56% 13% f/W Effective 'l./c - - - - - - - 0.34 - - 0.17 - North-South Critical NB l T + SB TH == 527 SB L T + NB TH - 408 East-West Critical EB L T + WB TH == 370 WB L T + EB TH = 593 Maximum Critical Sum 527 + 593 = 1,120 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound IT Thru RT LT Thru RT LT Thru RT IT Thru RT Existin~ Volume (2/11/03) 436 1538 459 144 1071 201 305 529 234 580 1111 254 Peak Season Volume 436 1,538 459 144 1,071 201 305 529 234 580 1,111 254 Back~round 537 1,893 565 177 1,318 247 375 651 288 714 1,367 313 T olal Major Projects 0 0 0 0 0 0 0 0 0 0 0 0 Spine Road Diversion (27) (38) (28) 26 (26) 1 (14) (36) (0) 38 % Residential Traffic 6% 10% 1% 0% 10% 0% 0% 1% 6% 1% 1% 0% % Commercial Traffic 13% 12% 1% 0% 12% 0% 0% 0% 13% 1% 0% 0% Residential Traffic 7 12 1 0 25 0 0 2 15 2 1 0 Commercial Traffic 67 62 5 0 56 0 0 0 61 5 0 0 Total 585 1,929 543 203 1,373 247 375 654 350 685 1,368 351 Critical Volume Analysis No. of Lanes 2 3 I 1 2 I 3 1 2 3 I 1 2 I 3 I 1 Approach Volume 3,057 1,823 1,379 2404 Per Lane Volume 293 643 543 102 458 247 188 218 350 343 456 351 % Turns from excl. Lanes 19% 63% 18% 11% 75% 14% 27% 47% 25% 28% 57% 15% f/W Effective WC - - - - - - - 0.13 - - 0.3 - North-South Critical NB L T + SB TH - 751 SB L T + NB TH - 745 East-West Critical EB l T + WB TH = 644 WB l T + EB TH = 561 Maximum Critical Sum 751 + 644 = 1,395 STATUS? NEAR 12/20/2004 12:47 INTERSECTION ANALYSIS SHEET WINCHESTER CONGRESS AVENUE @ OLD BOYNTON ROAD (Existing Geometries) Growth Rate = Peak Season = Buildout Year = Years = 4.24% 1.00 2008 4 AM Peak Hour Inter.;ection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existin~ Volume (03/16/04) 120 752 17 122 1249 117 131 241 139 54 181 141 Peak Season Volume 120 752 17 122 1,249 117 131 241 139 54 181 141 Back~round 142 888 20 144 1,475 138 155 285 164 64 214 166 Spine Road Diversions (14) 14 (45) (15) (4) (3) 28 15 17 (18) % Residential Traffic 0% 19% 0% 0% 19% 9% 9% 1% 0% 0% 0% 0% % Commercial Traffic 0% 25% 0% 0% 25% 8% 8% 2% 0% 0% 2% 0% Residential Traffic 0 10 0 0 53 25 5 3 0 0 0 0 Commercial Traffic 0 43 0 0 25 8 14 3 0 0 2 0 Total 142 927 34 99 1,538 167 171 319 164 79 233 148 Critical Volume Analysis No. of Lanes 1 3 <0 1 3 <0 1 1 1 1 2 1 Per Lane Volume 142 321 n/a 99 569 n/a 171 319 164 79 117 148 % Turns from excl. Lanes 13% 84% 0",<, 5% 85% 0% 26% 49% 25% 17% 51% 32% f/W Effective WC - - - - - - - 0.26 - - 0.08 - North-South Critical NB L T + SB TH = 701 SB L T + NB TH = 410 East-West Critical EB L T + WB TH = 288 WB L T + EB TH = 398 Maximum Critical Sum 701 + 398 - 1,099 STATUS? UNDER PM Peak Hour Inter.;ection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existin~ Volume (03/16/04) 294 1430 74 215 1223 179 349 301 150 95 348 239 Peak Season Volume 294 1,430 74 215 1,223 179 349 301 150 95 348 239 BackRround 347 1,688 87 254 1,444 211 412 355 177 112 411 282 Spine Road Diversions (23) 23 (40) (29) (7) (5) 18 29 34 (65) % Residential Traffic 0% 19% 0% 0% 19% 9% 9% 1% 0% 0% 0% 0% % Commercial Traffic 0% 25% 0% 0% 25% 8% 8% 2% 0% 0% 2% 0% Residential T rafflc 0 47 0 0 23 11 22 1 0 0 0 0 Commercial Traffic 0 117 0 0 129 41 38 9 0 0 10 0 Total 347 1,830 110 214 1,567 256 467 384 177 141 455 217 Critical Volume Analysis No. of Lanes 1 I 3 I <0 1 I 3 <0 1 1 I 1 1 2 1 Approach Volume 2,287 2,037 1,028 813 Per Lane Volume 347 647 n/a 214 608 n/a 467 384 177 141 228 217 % Turns from excl. Lanes 15% 80% 0% 11% 77% 0% 45% 37% 17% 17% 56% 27% f/W Effective ~c - - - - - - - 0.21 - - 0.11 - North-South Critical NB L T + SB TH - 945 SB L T + NB TH - 851 East-West Critical EB L T + WB TH - 695 WB L T + EB TH = 525 Maximum Critical Sum 945 + 695 - 1,640 ~I^IU::;~ UVI:K 12!20/2{)()4 12:48 INTERSECTION ANALYSIS SHEET WINCHESTER CONGRESS AVENUE @ OLD BOYNTON ROAD (Proposed Geometries) Growth Rate = Peak Season = Buildout Year = Years = 4.24% 1.00 2008 4 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existin~ Volume (03/16/04) 120 752 17 122 1249 117 131 241 139 54 181 141 Peak Season Volume 120 752 17 122 1,249 117 131 241 139 54 181 141 Back~round 142 888 20 144 1,475 138 155 285 164 64 214 166 Spine Road Diversions (14) 14 (45) (15) (4) (3) 28 15 17 (18) % Residential Traffic 0% 19% 0% 0% 19% 9% 9% 1% 0% 0% 0% 0% % Commercial Traffic 0% 25% 0% 0% 25% 8% 8% 2% 0% 0% 2% 0% Residential Traffic 0 10 0 0 53 25 5 3 0 0 0 0 Commercial Traffic 0 43 0 0 25 8 14 3 0 0 2 0 Total 142 927 34 99 1,538 167 171 319 164 79 233 148 Critical Volume Analysis No. of Lanes 2 3 <0 1 3 <0 2 2 <0 1 2 1 Per Lane Volume 71 321 n/a 99 569 n/a 86 242 n/a 79 117 148 % Turns from excl. Lanes 13% 84% 0% 5% 85% 0% 26% 49% 0% 17% 51% 32% E/W Effective we - - - - - - - 0.23 - - 0.1 - North-South Critical NB L T + SB TH = 630 SB L T + NB TH = 410 East-West Critical EB L T + WB TH = 203 WB L T + EB TH = 321 Maximum Critical Sum 630 + 321 - 951 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existin~ Volume (03/16/04) 294 1430 74 215 1223 179 349 301 150 95 348 239 Peak Season Volume 294 1,430 74 215 1,223 179 349 301 150 95 348 239 Back~round 347 1,688 87 254 1,444 211 412 355 177 112 411 282 Spine Road Diversions (23) 23 (40) (29) (7) (5) 18 29 34 (65) % Residential Traffic 0% 19% 0% 0% 19% 9% 9% 1% 0% 0% 0% 0% % Commercial Traffic 0% 25% 0% 0% 25% 8% 8% 2% 0% 0% 2% 0% Residential Traffic 0 47 0 0 23 11 22 1 0 0 0 0 Commercial Traffic 0 117 0 0 129 41 38 9 0 0 10 0 Total 347 1,830 110 214 1,567 256 467 384 177 141 455 217 Critical Volume Analysis No. of Lanes 2 3 <0 1 I 3 I < 0 2 I 2 I <0 1 2 I 1 Approach Volume 2,287 2,037 1,028 813 Per Lane Volume 174 647 n/a 214 608 n/a 234 281 n/a 141 228 217 % Turns from excl. Lanes 15% 80% 0% 11% 77% 0% 45% 37% 0% 17% 56% 27% E/W Effective ~c - - - - - - - 0.19 - - 0.15 - North-South Critical NB L T + SB TH - 772 SB LT + NB TH = 851 East-West Critical EB LT + WB TH = 462 WB L T + EB TH = 422 Maximum Critical Sum 851 + 462 - 1,313 ~IAIU~! NtAK 12/ZO/Z(}(}4 12:48 INTERSECTION ANALYSIS SHEET WI NCH ESTER BOYNTON BEACH BOULEVARD @ OLD BOYNTON ROAD (Existing Geometries) Growth Rate = Peak Season = Buildout Year = Years = 4.24% 1.00 2008 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existin~ Volume (03/25/03) 77 68 96 373 99 15 7 1240 64 133 887 191 Peak Season Volume 77 68 96 373 99 15 7 1,240 64 133 887 191 Back~round 95 84 118 459 122 18 9 1,526 79 164 1,092 235 % Residential Traffic 0% 1% 0% 19% 1% 2% 2% 0% 0% 0% 0% 19% % Commercial Traffic 0% 1% 0% 12% 1% 1% 1% 0% 0% 0% 0% 12% Residential Traffic 0 1 0 53 3 6 1 0 0 0 0 10 Commercial Traffic 0 2 0 12 1 1 2 0 0 0 0 21 Total 95 86 118 524 126 25 12 1,526 79 164 1,092 266 Critical Volume Analysis No. of Lanes 1 1 <0 1 1 <0 1 3 <0 1 3 1 Per Lane Volume 95 204 n/a 524 151 n/a 12 535 n/a 164 364 266 % Turns from excl. Lanes 32% 29% 0% 78% 19% 0% 1% 94% 0% 11% 72% 17% E/W Effective 'lIc - - - - - - - 0.35 - - 0.23 - North-South Critical NB L T + SB TH = 236 SB L T + NB TH = 718 East-West Critical EB l T + WB TH = 376 WB L T + EB TH = 689 Maximum Critical Sum 718 + 689 - 1,407 STATUS? OVER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existin~ Volume (03/25/03) 132 184 87 297 109 18 31 1190 96 114 1255 524 Peak Season Volume 132 184 87 297 109 18 31 1,190 96 114 1,255 524 Back~round 162 226 107 366 134 22 38 1,465 118 140 1,545 645 % Residential Traffic 0% 1% 0% 19% 1% 2% 2% 0% 0% 0% 0% 19% % Commercial Traffic 0% 1% 0% 12% 1% 1% 1% 0% 0% 0% 0% 12% Residential Traffic 0 2 0 23 1 2 5 0 0 0 0 47 Commercial Traffic 0 5 0 62 5 S S 0 0 0 0 S6 Total 162 233 107 4S1 140 30 48 1,465 118 140 1,545 749 Critical Volume Analysis No. of lanes 1 I 1 <0 1 1 <0 1 I 3 I <0 1 I 3 I 1 Approach Volume 502 621 1,631 2,434 Per Lane Volume 162 340 n/a 451 170 n/a 48 528 n/a 140 515 749 % Turns from excl. lanes 32% 46% 0% 73% 23% 0% 3% 90% 0% 6% 63% 31% E/W Effective 'lIc - - - - - - - 0.34 - - 0.33 - North-South Critical NB L T + SB TH = 322 SB L T + NB TH = 781 East-West Critical EB L T + WB TH = 563 WB L T + EB TH = 658 Maximum Critical Sum 781 + 658 - 1,439 SIAIUS! UVI:K 12/20/2004 13:12 INTERSECTION ANALYSIS SHEET WINCHe;TER BOYNTON BEACH BOULEVARD @ OLD BOYNTON ROAD (Proposed Geometries) Growth Rate = Peak Season = Buildout Year = Years = 4.24% 1.00 2008 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existin~ Volume (03f25f03) 77 68 96 373 99 15 7 1240 64 133 887 191 Peak Season Volume 77 68 96 373 99 15 7 1,240 64 133 887 191 Back~round 95 84 118 459 122 18 9 1,526 79 164 1,092 235 % Residential Traffic 0% 1% 0% 19% 1% 2% 2% 0% 0% 0% 0% 19% % Commercial Traffic 0% 1% 0% 12% 1% 1% 1% 0% 0% 0% 0% 12% Residential Traffic 0 1 0 53 3 6 1 0 0 0 0 10 Commercial Traffic 0 2 0 12 1 1 2 0 0 0 0 21 Total 95 86 118 524 126 25 12 1,526 79 164 1,092 266 Critical Volume Analysis No. of Lanes 1 1 <0 2 1 <0 1 3 <0 1 3 1 Per lane Volume 95 204 nfa 262 151 n/a 12 535 n/a 164 364 266 % Turns from exd. Lanes 32% 29% 0% 78% 19% 0% 1% 94% 0% 11% 72% 17% E/W Effective WC - - - - - - - 0.44 - - 0.29 - North-South Critical NB L T + SB TH = 246 SB L T + NB TH = 456 East-West Critical EB L T + WB TH = 376 WB L T + EB TH = 689 Maximum Critical Sum 456 + 689 = 1,145 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existin~ Volume (03f25f03) 132 184 87 297 109 18 31 1190 96 114 1255 524 Peak Season Volume 132 184 87 297 109 18 31 1,190 96 114 1,255 524 Back~round 162 226 107 366 134 22 38 1,465 118 140 1,545 645 % Residential Traffic 0% 1% 0% 19% 1% 2% 2% 0% 0% 0% 0% 19% % Commercial Traffic 0% 1% 0% 12% 1% 1% 1% 0% 0% 0% 0% 12% Residential Traffic 0 2 0 23 1 2 5 0 0 0 0 47 Commercial Traffic 0 5 0 62 S 5 5 0 0 0 0 S6 Total 162 233 107 451 140 30 48 1465 118 140 1545 749 Critical Volume Analysis No. of Lanes 1 I 1 I <0 2 I 1 I <0 1 I 3 I <0 1 I 3 I 1 ADDroach Volume 502 621 1,631 2,434 Per Lane Volume 162 340 n/a 226 170 n/a 48 528 n/a 140 515 749 % Turns from exd. Lanes 32% 46% 0% 73% 23% 0% 3% 90% 0% 6% 63% 31% E/W Effective 2Tc - - - - - - - 0.41 - - 0.4 - North-South Critical NB L T + SB TH - 322 SB LT + NB TH - 556 East-West Critical EB L T + WB TH = 563 WB LT + EB TH = 658 Maximum Critical Sum 556 + 658 - 1,214 ~IAIU~~ NtAK 12/2rY2004 13:12 INTERSECTION ANALYSIS SHEET WINCHESTER BOYNTON BEACH BOULEVARD @ 1-95 WEST Growth Rate = Peak Season = Buildout Year = Years = 4.24% 1.00 2008 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existin~ Volume (02/04/03) 0 0 0 209 0 414 0 1320 612 281 784 0 Peak Season Volume 0 0 0 209 0 414 0 1,320 612 281 784 0 Back~round 0 0 0 257 0 510 0 1,625 753 346 965 0 T olal Major Projects 0 0 0 0 0 0 0 0 0 0 0 0 % Residential Traffic 0% 0% 0% 0% 0% 0% 0% 8% 0% 0% 19% 0% % Commercial Traffic 0% 0% 0% 0% 0% 0% 0% 6% 0% 0% 12% 0% Residential Traffic 0 0 0 0 0 0 0 22 0 0 10 0 Commercial Traffic 0 0 0 0 0 0 0 6 0 0 21 0 Total 0 0 0 257 0 510 0 1,653 753 346 996 0 PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT IT Thru RT LT Thru RT LT Thru RT Existin~ Volume (02/04/03) 0 0 0 257 0 514 0 1354 322 149 1690 0 Peak Season Volume 0 0 0 257 0 514 0 1,354 322 149 1,690 0 Backwound 0 0 0 316 0 633 0 1,666 396 183 2,080 0 T olal Major Projects 0 0 0 0 0 0 0 0 0 0 0 0 % Residential Traffic 0% 0% 0% 0% 0% 0% 0% 8% 0% 0% 19% 0% % Commercial Traffic 0% 0% 0% 0% 0% 0% 0% 6% 0% 0% 12% 0% Residential Traffic 0 0 0 0 0 0 0 10 0 0 47 0 Commercial Traffic 0 0 0 0 0 0 0 31 0 0 57 0 Total 0 0 0 316 0 633 0 1,707 396 183 2184 0 12/3/2004 9:44 INTERSECTION ANALYSIS SHEET WINCHESTER BOYNTON BEACH BOULEVARD @ 1-95 EAST Growth Rate = Peak Season = Buiklout Year = Years = 4.24% 1.00 2008 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT IT Thru RT LT Thru RT ExistinJl Volume (02/04/03) 429 2 152 0 0 0 379 940 0 0 832 186 Peak Season Volume 429 2 152 0 0 0 379 940 0 0 832 186 BackJlround 528 2 187 0 0 0 466 1,157 0 0 1,024 229 Total Major Projects 0 0 0 0 0 0 0 0 0 0 0 0 % Residential Traffic 11% 0% 0% 0% 0% 0% 0% 8% 0% 0% 8% 0% % Commercial Traffic 6% 0% 0% 0% 0% 0% 0% 6% 0% 0% 6% 0% Residential Traffic 6 0 0 0 0 0 0 22 0 0 4 0 Commercial Traffic 11 0 0 0 0 0 0 6 0 0 11 0 Total 545 2 187 0 0 0 466 1,185 0 0 1,039 229 PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound IT Thru RT IT Thru RT LT Thru RT LT Thru RT ExistinJl Volume (02/04/03) 654 0 250 0 0 0 432 1154 0 0 1171 253 Peak Season Volume 654 0 250 0 0 0 432 1,154 0 0 1,171 253 BackJlround 805 0 308 0 0 0 532 1,420 0 0 1,441 311 Total Major Projects 0 0 0 0 0 0 0 0 0 0 0 0 % Residential Traffic 11% 0% 0% 0% 0% 0% 0% 8% 0% 0% 8% 0% % Commercial Traffic 6% 0% 0% 0% 0% 0% 0% 6% 0% 0% 6% 0% Residential Traffic 27 0 0 0 0 0 0 10 0 0 20 0 Commercial Traffic 28 0 0 0 0 0 0 31 0 0 28 0 Total 861 0 308 0 0 0 532 1.461 0 0 1,489 311 12/3/2004 9:43 SHORT REPORT __If......t~~~ttWmW:@f;{ft]t~tfttWnt::#::{littftlM~ $fti.:r.a~M~MtMl:;\fl:W~~~ttt~~itmffi@tf:tl:(:iJitJ:;~::t~'lifMt:?: Analyst PTC Intersection Boynton Bch Blvd & 1-95 West Agency or Co. #04-022 Area Type All other areas Date Performed 12iJ104 Time Period PM Peak Hour Jurisdiction Palm Beach County Analysis Year 2008 Existing Timing EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 0 3 0 1 2 0 0 0 0 2 0 0 Lane group T L T L Volume (voh) 1707 183 2184 316 % Heavv veh 2 2 2 2 PHF 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A Startuo lost time 2.0 2.0 2.0 2.0 Ext. eff. areen 2.0 2.0 2.0 2.0 Arrival tvoe 4 4 4 3 Unit Extension 3.0 3.0 3.0 3.0 PedlBikelRTOR Volume 0 0 Lane Width 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N N N 0 N Parkinglhr 8us stopslhr 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 Phasing WB OnlY EW Perm 03 04 58 Onlv 06 07 08 G = 77.0 G = 51.0 G = G = G = 17.0 G = G = G = TIming Y = 5 y = 5 Y = Y = Y = 5 Y = Y = Y = Duration of AnalYsis (hrs) = 0.25 Cvcle Lenath C = 160.0 _1D.~r:::~::::::::::'::::::::::::::..~~:~~:::::~':::::~:::::7~:~:il.ltl.rmt_.iltf:lii@fII~iM@ilrt&:WM1~@i~Wii@fm~~:fllI:~~~l E8 WB N8 58 Adj. flow rate 1797 193 2299 333 Lane group cap. 1621 899 2942 365 vlc ratio 1.11 0.21 0.78 0.91 Green ratio 0.32 0.83 0.83 o. 11 Unif. delay d1 54.5 15.3 6.5 70.8 Delay factor k 0.50 o. 11 0.33 0.43 Increm. delay d2 58.4 O. 1 1.4 26.5 PF factor 0.971 0.341 0.341 1.000 Control delay 111.3 5.3 3.6 97.3 Lane group LOS F A A F Apprch . delay 111.3 3.8 97.3 Approach LOS F A F Intersec. delay 52.3 Intersection LOS D HCS2000™ Copyright ~ 2000 University ofFJorida, All Rights Reserved Version 4.1c SHORT REPORT :::,::,<:",<::~,:::",:::,~::],,"~Mlt@ifIH#iW@*m:HtrtM%MMIltMMmi# ..U"~W}MWilMMttmmnj@l1tmMtm;j;:{rl@t#tMriMtim Analyst PTC Intersection Boynton Bch Blvd & 1-95 West Agency or Co. #04-022 Area Type All other areas Date Performed 12/3104 Time Period PM Peak Hour Jurisdiction Palm Beach County Analysis Year 2008 Optimized Timing !1~__~_laiJfii..Hg@m;mfM:MmltgWUWMft.EWm@fi@IItWfM;mfInmWWWW@fWWmWffmmftift@UJW@Utl',wmfl EB we NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 0 3 0 1 2 0 0 0 0 2 0 0 Lane group T L T L Volume (vph) 1707 183 2184 316 % Heavv veh 2 2 2 2 PHF 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A Startup lost time 2.0 2.0 2.0 2.0 Ext. eft. green 2.0 2.0 2.0 2.0 ArrivaltyOO 4 4 4 3 Unit Extension 3.0 3.0 3.0 3.0 PedIBike/RTOR Volume 0 0 Lane Width 12.0 12.0 12.0 12.0 ParkinglGradelParking N 0 N N 0 N N N N 0 N Parking/hr Bus stopslhr 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 Phasing we Only EW Perm 03 04 SB Onlv 06 07 08 G = 26.0 G = 74.0 G = G = G = 25.0 G = G = G = Timing Y = 5 Y .. 5 Y = Y = Y = 5 Y = Y = Y = Duration of Analysis (hrs) = 0.25 Cvcle Lenath C = 140.0 ,i..~_~t~::::::::::::::::::::::::::::':':":~::::?l~_~r:::':~:::::~<:::~:\::~~IRI~lB\_..tt~~ji~~~@:~~\tm~;;jW~:@i~]t;l@:~~;:ttti:::il~l:@\!t::ij::~::~l:\:: EB WB NB S8 Adj. flow rate 1797 193 2299 333 Lane group cap. 2688 407 2654 613 vlc ratio 0.67 0.47 0,87 0.54 Green ratio 0.53 0.75 0.75 0.18 Unif. delay d1 24.1 23.8 12.5 52.3 Delay factor k 0.24 0.11 0.40 0.14 Increm. delay d2 0.6 0.9 3.3 1.0 PF factor 0.720 0.230 0.230 1.000 Control delay 18.0 6.3 6.2 53.3 Lane group LOS B A A D Apprch. delay 18.0 6.2 53.3 Approach LOS B A D Intersec. delay 14.2 Intersection LOS B llCS2000 ™ Copyright @ 2000 University of Florida, All Rights Reserved Version4.1c SHORT REPORT _.it~eifi}:fIHr@ti\tIHlittrll;mJ}lilt11t%1@ .Uif4.MiMfilr{:::lff:~@::ttl\;W::d:tMlHl\t::I@I:l:m::t\HMtnaWl [Analyst PTC Intersection Boynton Bch Blvd & 1-95 East Agency or Co. #04-022 Area Type All other areas Date Performed 12/J104 Jurisdiction Palm Beach County Time Period PM Peak Hour Analysis Year 2008 - Exsiting Timing EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 2 0 0 3 0 2 0 0 0 0 0 Lane group L T T L Volume (vDh) 532 14tH 1489 861 % Heavv veh 2 2 2 2 PHF 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A StartuD lost time 2.0 2.0 2.0 2.0 Ext. eft. green 2.0 2.0 2.0 2.0 Arrival tvoe 4 4 4 3 Unit Extension 3.0 3.0 3.0 3.0 PedlBike/RTOR Volume 0 0 Lane Width 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N N Parkinglhr Bus stopslhr 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 Phasing EB Onlv EW Perm 03 04 NB Only 06 07 08 G = 57.0 G = 51.0 G = G = G = 36.0 G = G = G = Timing Y = 5 Y = 5 Y = Y = Y = 6 Y = Y = Y = Duration of Analvsis (hrs) = 0.25 Cvcle Lenath C = 160.0 I;:_f~"::~::':":::::::c.::::]:~:,:,'::::::c.::::c.::::::::::~:~::::::::::t.~lj_":I!~UlliIIfiI_.~@~lJ:\:n~~::@~~f:;M\:1t;;milit\~i:W#~m1~~11mfM~\~ffiilii:l: EB WB NB SB Adj. flow rate 560 1538 1567 906 Lane group cap. 678 2499 1621 772 v/c ratio 0.83 0.62 0.97 1.17 Green ratio 0.71 0.71 0.32 0.22 Unit. delay d1 40.7 12.2 53.7 62.0 Delay factor k 0.36 0.20 0.47 0.50 Increm. delay d2 8.3 0.5 15.2 91.6 PF factor 0.228 0.228 0.971 1.000 Control delay 17.6 3.2 67.3 153.6 Lane group LOS B A E F Apprch. delay 7. 1 67.3 153.6 Approach LOS A E F Intersec. delay 56.7 Intersection LOS E HCS2000™ o.pyright ~ 2000 University of Florida, All Rights Reserved Version 4.1c SHORT REPORT Qiif.in~@MfflMt::MMlttfWMH#iiWKm:tttl:ltl;t _:r'.riM.BtM{dMM:::fM1ft:~::mm#t~ttt@ftt:llt:mMMinn& Analyst PTe Intersection Boynton Bch Blvd & 1-95 East Agency or Co. #04-022 Area Type All other Date Performed 1213104 areas lime Period PM Peak Hour Jurisdiction Palm Beach County Analysis Year 2008 - Optimized Timing ~:RIiii1ir.inr.f.f~T~'~~<iWmfm;@;wtff{fftg1.Wt.MfJ:@mM;Wfln@H;JMm;EiMWmmmWmmmmnf,@WfimWrWmnHWiiWI@iMMfK EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 2 0 0 3 0 2 0 0 0 0 0 Lane group L T T L Volume (vDh) 532 1461 1489 861 % Heavv veh 2 2 2 2 PHF 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A StartuD lost time 2.0 2.0 2.0 2.0 Ext. eft. creen 2.0 2.0 2.0 2.0 Arrival type 4 4 4 3 Unit Extension 3.0 3.0 3.0 3.0 PedlBike/RTOR Volume 0 0 Lane Width 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N N Parkinglhr Bus stopslhr 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 Phasina EB Onlv EW Perm 03 04 NB Only 06 07 08 G = 42.0 G = 44.0 G = G = G = 38.0 G = G = G = liming y = 5 Y = 5 Y = Y = Y = 6 Y = Y = Y = Duration of AnalYsis (hrs) = 0.25 Cvcle Lenath C = 140.0 _t..~tf:~::::::::::::::::::::::::::.:::;;~::::'tI~;:::::::::<::....:::::::::::::~tf::::::~:::::::::~::::i:\:..k..It.t.;il_.\~in@:\f,tiJ,\@i:IJJliiM#i;'l@\~Ji\iiltI!';~Mffim;t~:~:i~:\:;;@i\ EB WB NB SB Adj. flow rate 560 1538 1567 906 Lane group cap. 584 2300 1598 932 v/c ratio 0.96 0.67 0.98 0.97 Green ratio 0.65 0.65 0.31 0.27 Unif. delay d1 41.3 15.2 47.6 50.5 Delay factor k 0.47 0.24 0.48 0.48 Increm. delay d2 27.2 0.8 18.0 22.8 PF factor 0.438 0.438 0.974 1.000 Control delay 45.3 7.4 64.4 73.3 Lane group LOS D A E E Apprch. delay 17.5 64.4 73.3 IApproach LOS B E E Intersec. delay 44.6 Intersection LOS D HCS2000™ Copyright (:l 2000 University of Florida., All Rights Rese1Ved Version 4.1c INTERSECTION ANALYSIS SHEET WINCHESTER BOYNTON BEACH BOULEVARD@ SEACREAST BOULEVARD Growth Rate = Peak Season = Buildout Year = Years = 4.24% 1 .00 2008 5 AM Peak. Hour Intersection Volume Development Northbound Southbound Eastbound Westbound IT Thru RT LT Thru RT LT Thru RT LT Thru RT Existin~ Volume (03/31/03) 200 215 71 109 491 118 117 613 181 55 432 23 Peak Season Volume 200 215 71 109 491 118 117 613 181 55 432 23 Bac~round 246 265 87 134 604 145 144 754 223 68 532 28 Total Major Projec15 0 0 0 0 0 0 0 0 0 0 0 0 % Residential Traffic 2% 0% 0% 0% 0% 0% 0% 5% 2% 0% 5% 0% % Commercial Traffic 2% 0% 0% 0% 0% 1% 1% 3% 2% 0% 3% 0% Residential Traffic 1 0 0 0 0 0 0 14 6 0 3 0 Commercial Traffic 3 0 0 0 0 2 1 3 2 0 5 0 Total 251 265 87 134 604 147 145 771 231 68 540 28 Critical Volume Analysis No. of lanes 1 2 <0 1 2 <0 1 2 <0 1 2 <0 Per lane Volume 251 176 n/a 134 302 n/a 145 501 n/a 68 284 n/a % Turns from excl. lanes 42% 44% 0% 15% 68% 0% 13% 67% 0% 11% 85% 0% E/W Effective R1c - - - - - - - 0.42 - - 0.23 - North-South Critical NB l T + SB TH = 553 SB IT + NB RT = 6 East-West: Critical EB IT + WB TH - 429 WB l T + EB TH = 569 Maximum Critical Sum 553 + 569 = 1,122 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existin~ Volume (03/31/03) 338 481 89 87 341 145 206 654 148 74 648 78 Peak Season Volume 338 481 89 87 341 145 206 654 148 74 648 78 Backwound 416 592 110 107 420 178 254 805 182 91 798 96 Total Major Projec15 0 0 0 0 0 0 0 0 0 0 0 0 % Residential Traffic 2% 0% 0% 0% 0% 0% 0% 5% 2% 0% 5% 0% % Commercial Traffic 2% 0% 0% 0% 0% 1% 1% 3% 2% 0% 3% 0% Residential Traffic 5 0 0 0 0 0 0 6 2 0 12 0 Commercial Traffic 9 0 0 0 0 5 5 16 10 0 14 0 Total 430 592 110 107 420 183 259 827 195 91 825 96 Critical Volume Analysis No. of lanes 1 I 2 I <0 1 I 2 <0 1 I 2 I <0 1 I 2 I <0 Approach Volume 1.132 710 1,281 1012 Per lane Volume 430 351 n/a 107 210 n/a 259 511 n/a 91 461 n/a % Turns from excl. lanes 38% 52% 0% 15% 59% 0% 20% 65% 0% 9% 82% 0% E/W Effective I!1c - - - - - - - 0.41 - - 0.36 - North-South Critical NB l T + SB RT = 111 SB LT + NB TH = 458 East-West Critical EB l T + WB TH - 720 WB IT + EB TH- 602 Maximum Critical Sum 458 + 720 - 1,178 ~I^IU~ ! UNUtK 8/23/2004 11:50 INTERSECTION ANALYSIS SHEET WINCHESTER GATEWAY BLVD & HICH RIDCE ROAD (Existing Geometries) Growth Rate (1) Peak Season = Buildout Year = Years = 4.24% 1.00 2008 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existin~ Volume (2/11/03) 50 20 131 312 58 110 181 1185 93 189 751 239 Peak Season Volume 50 20 131 312 58 110 181 1,185 93 189 751 239 Back~round 62 25 161 384 71 135 223 1,458 114 233 924 294 Total Major Projects 0 0 0 0 0 0 0 0 0 0 0 0 % Residential Traffic 0% 0% 0% 0% 0% 1% 1% 14% 0% 0% 14% 0% % Commercial Traffic 0% 0% 0% 0% 0% 2% 2% 9% 0% 0% 9% 0% Residential Traffic 0 0 0 0 0 1 3 39 0 0 7 0 Commercial Traffic 0 0 0 0 0 3 2 9 0 0 15 0 Total 62 25 161 384 71 139 228 1,506 114 233 947 294 Critical Volume Analysis No. of lanes 1 2 I <0 1 2 I <0 1 3 I 1 1 3 1 Approach Volume 248 594 1,848 1,474 Per lane Volume 62 93 nJa 384 105 nJa 228 502 114 233 316 294 % Turns from excl. lanes 25% 10% 0% 65% 12% 0% 12% 81% 6% 16% 64% 20% E/W Effective v./c - - - - - - - 0.39 - - 0.23 - North-South Critical NB l T + SB TH = 167 SB l T + NB TH = 477 East-West Critical EB l T + WB TH = 544 WB l T + EB TH = 735 Maximum Critical Sum 477 + 735 - 1,212 STATUS? NEAR PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existin~ Volume (2/11/03) 81 26 117 153 12 76 102 1096 42 82 1287 256 Peak Season Volume 81 26 117 153 12 76 102 1,096 42 82 1,287 256 Back~round 100 32 144 188 15 94 126 1,349 52 101 1,584 315 Total Major Projects 0 0 0 0 0 0 0 0 0 0 0 0 % Residential Traffic 0% 0% 0% 0% 0% 1% 1% 14% 0% 0% 14% 0% % Commercial Traffic 0% 0% 0% 0% 0% 2% 2% 9% 0% 0% 9% 0% Residential Traffic 0 0 0 0 0 2 1 17 0 0 35 0 Commercial Traffic 0 0 0 0 0 9 10 47 0 0 42 0 Total 100 32 144 188 15 106 138 1413 52 101 1661 315 Critical Volume Analysis No. of lanes 1 2 I <0 1 I 2 I <0 1 I 3 I 1 1 I 3 I 1 Approach Volume 276 309 1,603 2,077 Per lane Volume 100 88 nJa 188 61 nJa 138 471 52 101 554 315 % Turns from excl. lanes 36% 12% 0% 61% 5% 0% 9% 88% 3% 5% 80% 15% E/W Effective v./c - - - - - - - 0.46 - - 0.54 - North-South Critical NB l T + SB TH - 161 SB l T + NB TH - 276 East-West Critical EB l T + WB TH = 692 WB l T + EB TH - 572 Maximum Critical Sum 276 + 692 - 968 STATUS? UNDER 12/2a'2004 13:14 INTERSECTION ANALYSIS SHEET WINCHESTER GATEWAY BLVD & CONGRESS AVE (Existing Analysis) Growth Rate (1) Peak Season = Buildout Year = Years = 0.00% 1.00 2003 o AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existin~ Volume (2/11/03) 71 551 270 258 1148 187 248 997 270 314 535 110 Peak Season Volume 71 551 270 258 1,148 187 248 997 270 314 535 110 Back~round 71 551 270 258 1,148 187 248 997 270 314 535 110 Spine Road Diversion 0 0 0 0 0 0 0 0 0 0 % Residential Traffic 6% 10% 1% 0% 10% 0% 0% 1% 6% 1% 1% 0% % Commercial Traffic 13% 12% 1% 0% 12% 0% 0% 0% 13% 1% 0% 0% Residential Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Commercial Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Total 71 551 270 258 1,148 187 248 997 270 314 535 110 Critical Volume Analysis No. of Lanes 2 I 3 T 1 2 I 3 <0 2 I 2 1 2 2 I 1 Approach Volume 892 1,593 1,515 959 Per Lane Volume 36 184 270 129 445 n/a 124 499 270 157 268 110 % Turns from excl. Lanes 8% 62% 30% 16% 72% 0% 16% 66% 18% 33'X> 56'X> 11% E!W Effective vJc - - - - - - - 0.41 - - 0.21 - North-South Critical NB L T + SB TH = 481 SB LT + NB TH = 313 East-West Critical EB L T + WB TH = 392 WB L T + EB TH = 656 Maximum Critical Sum 481 + 656 - 1,137 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existin~ Volume (2/11/03) 436 1538 459 144 1071 201 305 529 234 580 1111 254 Peak Season Volume 436 1,538 459 144 1,071 201 305 529 234 580 1,111 254 Back~round 436 1,538 459 144 1,071 201 305 529 234 580 1,111 254 Spine Road Diversion 0 0 0 0 0 0 0 0 0 0 'X> Residential Traffic 6% 10% 1% 0% 10% 0% 0% 1% 6% 1% 1% O'X> % Commercial Traffic 13'X> 12% 1 'X> 0% 12% O'X> 0% O'X> H'X> 1% 0% 0% Residential Traffic 0 0 0 0 0 0 0 0 0 0 0 0 commercial Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Total 436 1,538 459 144 1071 201 305 529 234 580 1,111 254 Critical Volume Analysis No. of Lanes 2 I 3 I 1 2 I 3 I <0 2 I 2 I 1 2 I 2 I 1 Approach Volume 2,433 1416 1,068 1945 Per Lane Volume 218 513 459 72 424 n/a 153 265 234 290 556 254 % Turns from excl. Lanes 18'X> 63% 19'X> 10% 76% O'X> 29'X> 50% 22% 30'X> 57'X> 13% E!W Effective vJc - - - - - - - 0.17 - - 0.38 - North-South Critical NB l T + SB TH - 642 SB LT + NB TH - 585 East-West Critical EB LT + WB TH - 709 WB l T + EB TH = 555 Maximum Critical Sum 642 + 709 = 1,351 STATUS? NEAR 12/20/2()()4 12:47 INTERSECTION ANALYSIS SHEET WINCHESTER GATEWAY BLVD & CONGRESS AVE (Existing Analysis with 6 lanes Gateway) Growth Rate (1) Peak Season = Buildout Year = Years = 0.00% 1.00 2003 o AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound IT Thru RT IT Thru RT LT Thru RT LT Thru RT ExistinK Volume (2/11/03) 71 551 270 258 1148 187 248 997 270 314 535 110 Peak Season Volume 71 551 270 258 1,148 187 248 997 270 314 535 110 BackKlOund 71 551 270 258 1,148 187 248 997 270 314 535 110 Spine Road Diversion 0 0 0 0 0 0 0 0 0 0 % Residential Traffic 6% 10% 1% 0% 10% 0% 0% 1% 6% 1% 1% 0% % Commercial Traffic 13% 12% 1% 0% 12% 0% 0% 0% 13% 1% 0% 0% Residential Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Commercial Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Total 71 551 270 258 1,148 187 248 997 270 314 535 110 Critical Volume Analysis No. of lanes 2 I 3 I 1 2 3 I <0 2 I 3 T <0 2 3 I 1 Approach Volume 892 1,593 1,515 959 Per lane Volume 36 184 270 129 445 n/a 124 423 n/a 157 179 110 % Turns from excl. lanes 8% 62% 30% 16% 72% 0% 16% 66% 0% 33% 56% 11% E/W Effective yJc - - - - - - - 0.37 - - 0.14 - North-South Critical NB l T + SB TH = 481 SB l T + NB TH = 313 East-West Critical EB l T + WB TH = 303 WB l T + EB TH = 580 Maximum Critical Sum 481 + 580 = 1,061 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT ExistinK Volume (2/11/03) 436 1538 459 144 1071 201 305 529 234 580 1111 254 Peak Season Volume 436 1,538 459 144 1,071 201 305 529 234 580 1,111 254 BackKlOund 436 1,538 459 144 1,071 201 305 529 234 580 1,111 254 Spine Road Diversion 0 0 0 0 0 0 0 0 0 0 % Residential Traffic 6% 10% 1% 0% 10% 0% 0% 1% 6% 1% 1% 0% % Commercial Traffic 13% 12% 1% 0% 12% 0% 0% 0% 13% 1% 0% 0% Residential Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Commercial Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Total 436 1.538 459 144 1.071 201 305 529 234 580 1,111 254 Critical Volume Analysis No. of Lanes 2 3 1 2 3 I <0 2 I 3 I <0 2 I 3 I 1 Approach Volume 2,433 1,416 1,068 1,945 Per lane Volume 218 513 459 72 424 n/a 153 255 n/a 290 371 254 % Turns from excl. lanes 18% 63% 19% 10% 76% 0% 29% 50% 0% 30% 57% 13% E/W Effective yJc - - - - - - - 0.19 - - 0.28 - North-South Critical NB LT + SB TH = 642 SB l T + NB TH = 585 East-West Critical EB l T + WB TH = 524 WB l T + EB TH = 545 Maximum Critical Sum 642 + 545 - 1,187 STATUS? UNDER 12/2tY2004 12:47 INTERSECTION ANALYSIS SHEET WINCHESTER GATEWAY BLVD & CONGRESS AVE (Existing Analysis with 6 lanes Gateway & EBRn Growth Rate (1) Peak Season = Buildout Year = Years = 0.00% 1.00 2003 o AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existin~ Volume (2/11/03) 71 551 270 258 1148 187 248 997 270 314 535 110 Peak Season Volume 71 551 270 258 1,148 187 248 997 270 314 535 110 Back~round 71 551 270 258 1,148 187 248 997 270 314 535 110 Spine Road Diversion 0 0 0 0 0 0 0 0 0 0 % Residential Traffic 6% 10% 1% 0% 10% 0% 0% 1% 6% 1% 1% 0% % Commercial Traffic 13% 12% 1% 0% 12% 0% 0% 0% 13% 1% 0% 0% Residential Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Commercial Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Total 71 551 270 258 1,148 187 248 997 270 314 535 110 Critical Volume Analysis No. of Lanes 2 I 3 I 1 2 I 3 <0 2 I 3 1 2 3 I 1 Approach Volume 892 1,593 1,515 959 Per Lane Volume 36 184 270 129 44S n/a 124 333 270 157 179 110 % Turns from excl. Lanes 8% 62% 30% 16% 72% 0% 16% 66% 18% 33% 56% 11% E/W Effective dc - - - - - - - 0.32 - - 0.16 - North-South Critical NB L T + SB TH = 481 SB L T + NB TH = 313 East-West Critical EB LT+WBTH= 303 WB LT+EBTH= 490 Maximum Critical Sum 481 + 490 - 971 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existin~ Volume (2/11/03) 436 1538 459 144 1071 201 305 529 234 580 1111 254 Peak Season Volume 436 1,538 459 144 1,071 201 305 529 234 580 1,111 254 Back~round 436 1,538 459 144 1,071 201 305 529 234 580 1,111 254 Spine Road Diversion 0 0 0 0 0 0 0 0 0 0 % Residential Traffic 6% 10% 1% 0% 10% 0% 0% 1% 6% 1% 1% 0% % Commercial Traffic 13% 12% 1% 0% 12% 0% 0% 0% 13% 1% 0% 0% Residential Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Commercial Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Total 436 1,538 459 144 1,071 201 305 529 234 580 1 111 254 Critical Volume Analysis No. of Lanes 2 I 3 1 2 I 3 I <0 2 3 1 2 I 3 I 1 Approach Volume 2433 1416 1,068 1945 Per Lane Volume 218 513 459 72 424 n/a 153 177 234 290 371 254 % Turns from excl. Lanes 18% 63% 19% 10% 76% 0% 29% 50% 22% 30% 57% 13% E/W Effective l'ic - - - - - - - 0.12 - - 0.29 - North-South Critical NB L T + SB TH = 642 SB LT + NB TH = 585 East-West Critical EB L T + WB TH = 524 WB LT + EB TH = 467 Maximum Critical Sum 642 + 524 - 1,166 STATUS? UNDER 12/20/2()()4 12:47 INTERSECTION ANALYSIS SHEET WINCHESTER GATEWAY BLVD & CONGRESS AVE (Proposed 6 lanes Gateway Only) Growth Rate (1) Peak Season = Buildout Year = Years = 4.24% 1.00 2008 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound IT Thru RT LT Thru RT IT Thru RT IT Thru RT ExistinK Volume (2/11/03) 71 551 270 258 1148 187 248 997 270 314 535 110 Peak Season Volume 71 551 270 258 1,148 187 248 997 270 314 535 110 BackJtround 87 678 332 318 1,413 230 305 1,227 332 386 658 135 Spine Road Diversion (4) (14) (17) 28 (28) (8) (17) (19) (9) 14 % Residential Traffic 6% 10% 1% 0% 10% 0% 0% 1% 6% 1% 1% 0% % Commercial Traffic 13% 12% 1% 0% 12% 0% 0% 0% 13% 1% 0% 0% Residential Traffic 17 28 3 0 5 0 0 3 3 1 1 0 Commercial Traffic 13 12 1 0 21 0 0 0 22 2 0 0 Total 112 704 319 346 1,411 230 305 1,222 341 369 649 149 Critical Volume Analysis No. of lanes 2 I 3 1 2 I 3 <0 2 I 3 <0 2 I 3 I 1 Approach Volume 1,135 1,987 1,868 1,167 Per lane Volume 56 235 319 173 547 n/a 153 521 n/a 185 217 149 % Turns from excl. lanes 10% 62% 28% 17% 71% 0% 16% 65% 0% 32% 56% 13% E/W Effective 'lIc - - - - - - - 0.37 - - 0.14 - North-South Critical NB l T + SB TH = 603 SB LT + NB TH = 408 East-West Critical EB l T + WB TH = 370 WB l T + EB TH = 706 Maximum Critical Sum 603 + 706 - 1,309 STATUS? NEAR PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT IT Thru RT IT Thru RT Existin!: Volume (2/11/03) 436 1538 459 144 1071 201 305 529 234 580 1111 254 Peak Season Volume 436 1,538 459 144 1,071 201 305 529 234 580 1,111 254 Back!:round 537 1,893 565 177 1,318 247 375 651 288 714 1,367 313 Spine Road Diversion (27) (38) (28) 26 (26) 1 (14) (36) (0) 38 % Residential Traffic 6% 10% 1% 0% 10% 0% 0% 1% 6% 1% 1% 0% % Commercial Traffic 13% 12% 1% 0% 12% 0% 0% 0% 13% 1% 0% 0% Residential Traffic 7 12 1 0 25 0 0 2 15 2 1 0 Commercial Traffic 67 62 5 0 56 0 0 0 61 5 0 0 Total 585 1,929 543 203 1.373 247 375 654 350 685 1,368 351 Critical Volume Analysis No. of lanes 2 I 3 1 2 I 3 I < 0 2 3 I <0 2 I 3 I 1 Aooroach Volume 3,057 1,823 1,379 2,404 Per lane Volume 293 643 543 102 540 n/a 188 335 n/a 343 456 351 % Turns from excl. lanes 19% 63% 18% 11% 75% 0% 27% 47% 0% 28% 57% 15% E/W Effective sYc - - - - - - - 0.19 - - 0.27 - North-South Critical NB LT + SB TH = 833 SB IT + NB TH = 745 East-West Critical EB l T + WB TH = 644 WB l T + EB TH = 678 Maximum Critical Sum 833 + 678 = 1,511 STATUS? OVER 12/20/2004 12:47 INTERSECTION ANALYSIS SHEET WINCHESTER GATEWAY BLVD & CONGRESS AVE (Proposed 6 lanes Gateway & EBRl) Growth Rate (1) Peak Season = Buildout Year = Years = 4.24% 1.00 2008 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT IT Thru RT LT Thru RT IT Thru RT ExistinK Volume (2/11/03) 71 551 270 258 1148 187 248 997 270 314 535 110 Peak Season Volume 71 551 270 258 1,148 187 248 997 270 314 535 110 Back!:round 87 678 332 318 1,413 230 305 1,227 332 386 658 135 Spine Road Diversion (4) (14) (17) 28 (28) (8) (17) (19) (9) 14 % Residential Traffic 6% 10% 1% 0% 10% 0% 0% 1% 6% 1% 1% 0% % Commercial Traffic 13% 12% 1% 0% 12% 0% 0% 0% 13% 1% 0% 0% Residential Traffic 17 28 3 0 5 0 0 3 3 1 1 0 Commercial Traffic 13 12 1 0 21 0 0 0 22 2 0 0 Total 112 704 319 346 1,411 230 305 1,222 341 369 649 149 Critical Volume Analysis No. of lanes 2 3 1 2 3 I <0 2 3 I 1 2 I 3 1 Approach Volume 1,135 1,987 1,868 1,167 Per lane Volume 56 235 319 173 547 n/a 153 408 341 185 217 149 % Turns from excl. lanes 10% 62% 28% 17% 71% 0% 16% 65% 18% 32% 56% 13% E/W Effective ~c - - - - - - - 0.31 - - 0.15 - North-South Critical NB l T + SB TH = 603 SB l T + NB TH = 408 East-West Critical EB l T + WB TH = 370 WB l T + EB TH = 593 Maximum Critical Sum 603 + 593 = 1,196 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound IT Thru RT LT Thru RT IT Thru RT IT Thru RT ExistinK Volume (2/11/03) 436 1538 459 144 1071 201 305 529 234 580 1111 254 Peak Season Volume 436 1,538 459 144 1,071 201 305 529 234 580 1,111 254 Back!:round 537 1,893 565 177 1,318 247 375 651 288 714 1,367 313 Spine Road Diversion (27) (38) (28) 26 (26) 1 (14) (36) (0) 38 % Residential Traffic 6% 10% 1% 0% 10% 0% 0% 1% 6% 1% 1% 0% % Commercial Traffic 13% 12% 1% 0% 12% 0% 0% 0% 13% 1% 0% 0% Residential Traffic 7 12 1 0 25 0 0 2 15 2 1 0 Commercial Traffic 67 62 5 0 56 0 0 0 61 5 0 0 Total 585 1,929 543 203 1,373 247 375 654 350 685 1,368 351 Critical Volume Analysis No. of lanes 2 3 I 1 2 I 3 I <0 2 3 I 1 2 3 I 1 Approach Volume 3,057 1,823 1,379 2,404 Per lane Volume 293 643 543 102 540 n/a 188 218 350 343 456 351 % Turns from excl. lanes 19% 63% 18% 11% 75% 0% 27% 47% 25% 28% 57% 15% E/W Effective sYc - - - - - - - 0.12 - - 0.28 - North-South Critical NB l T + SB TH - 833 SB l T + NB TH - 745 East-West Critical EB LT + WB TH = 644 WB l T + EB TH = 561 Maximum Critical Sum 833 + 644 = 1,477 STATUS? OVER 12/20/2004 12:47 INTERSECTION ANALYSIS SHEET WINCHESTER CONGRESS AVENUE @OLDBOYNTON ROAD (Existing Analysis) Growth Rate = Peak Season = Buildout Year = Years = 0.00% 1.00 2004 o AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound IT Thru RT LT Thru RT LT Thru RT LT Thru RT ExistinK Volume (03/16/04) 120 752 17 122 1249 117 131 241 139 54 181 141 Peak Season Volume 120 752 17 122 1,249 117 131 241 139 54 181 141 BackKround 120 752 17 122 1,249 117 131 241 139 54 181 141 Spine Road Diversions 0 0 0 0 0 0 0 0 0 0 % Residential Traffic 0% 19% 0% 0% 19% 9% 9% 1% 0% 0% 0% 0% % Commercial Traffic 0% 25% 0% 0% 25% 8% 8% 2% 0% 0% 2% 0% Residential Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Commercial Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Total 120 752 17 122 1,249 117 131 241 139 54 181 141 Critical Volume Analysis No. of lanes 1 3 <0 1 3 <0 1 1 1 1 2 1 Per lane Volume 120 257 n/a 122 456 n/a 131 241 139 54 91 141 % Turns from excl. lanes 13% 85% 0% 8% 84% 0% 26% 47% 27% 14% 48% 38% E/W Effective 'lIc - - - - - - - 0.25 - - 0.08 - North-South Critical NB l T + SB TH = 566 SB l T + NB TH = 369 East-West Critical EB l T + WB TH = 222 WB l T + EB TH = 295 Maximum Critical Sum 566 + 295 = 861 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound I Eastbound Westbound LT Thru RT LT Thru RT IT Thru RT LT Thru RT ExistinK Volume (03/16/04) 294 1430 74 215 1223 179 349 301 150 95 348 239 Peak Season Volume 294 1,430 74 215 1,223 179 349 301 150 95 348 239 Back!:round 294 1,430 74 215 1,223 179 349 301 150 95 348 239 Spine Road Diversions 0 0 0 0 0 0 0 0 0 0 % Residential Traffic 0% 19% 0% 0% 19% 9% 9% 1% 0% 0% 0% 0% % Commercial Traffic 0% 25% 0% 0% 25% 8% 8% 2% 0% 0% 2% 0% Residential Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Commercial Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Total 294 1.430 74 215 1,223 179 349 301 150 95 348 239 Critical Volume Analysis No. of lanes 1 I 3 I <0 1 I 3 I < 0 1 T 1 1 1 I 2 I 1 Approach Volume 1,798 1,617 800 682 Per lane Volume 294 502 n/a 215 468 n/a 349 301 150 95 174 239 % Turns from excl. lanes 16% 80% 0% 13% 76% 0% 44% 38% 19% 14% 51% 35% E/W Effective 'lIc - - - - - - - 0.21 - - 0.11 - North-South Critical NB IT + SB TH = 752 SB l T + NB TH = 707 East-West Critical EB l T + WB TH - 523 WB l T + EB TH - 396 Maximum Critical Sum 752 + 523 - 1,275 ~ IAIU~? NtAK 12/20/2004 12:48 INTERSECTION ANALYSIS SHEET WINCHESTER CONGRESS AVENUE @OLD BOYNTON ROAD (Existing Analysis with Northbound Dual left:) Growth Rate = Peak Season = Bujldout Year = Years = 0.00% 1.00 2004 o AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT IT Thru RT IT Thru RT LT Thru RT Existin!: Volume (03/16/04) 120 752 17 122 1249 117 131 241 139 54 181 141 Peak Season Volume 120 752 17 122 1,249 117 131 241 139 54 181 141 BackJ:round 120 752 17 122 1,249 117 131 241 139 54 181 141 Spine Road Diversions 0 0 0 0 0 0 0 0 0 0 % Residential Traffic 0% 19% 0% 0% 19% 9% 9% 1% 0% 0% 0% 0% % Commercial Traffic 0% 25% 0% 0% 25% 8% 8% 2% 0% 0% 2% 0% Residential Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Commercial Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Total 120 752 17 122 1,249 117 131 241 139 54 181 141 Critical Volume Analysis No. of lanes 2 3 <0 1 3 <0 1 1 1 1 2 1 Per lane Volume 60 257 n/a 122 456 n/a 131 241 139 54 91 141 % Turns from excl. lanes 13% 85% 0% 8% 84% 0% 26% 47% 27% 14% 48% 38% E/W Effective 'lIc - - - - - - - 0.27 - - 0.09 - North-South Critical NB l T + SB TH = 506 SB l T + NB TH = 369 East-West Critical EB l T + WB TH = 222 WB l T + EB TH = 295 Maximum Critical Sum 506 + 295 = 801 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT ExistinK Volume (03/16/04) 294 1430 74 215 1223 179 349 301 150 95 348 239 Peak Season Volume 294 1,430 74 215 1,223 179 349 301 150 95 348 239 Back!:round 294 1,430 74 215 1,223 179 349 301 150 95 348 239 Spine Road Diversions 0 0 0 0 0 0 0 0 0 0 % Residential Traffic 0% 19% 0% 0% 19% 9% 9% 1% 0% 0% 0% 0% % Commercial Traffic 0% 25% 0% 0% 25% 8% 8% 2% 0% 0% 2% 0% Residential Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Commercial Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Total 294 1,430 74 215 1,223 179 349 301 150 95 348 239 Critical Volume Analysis No. of Lanes 2 I 3 I <0 1 I 3 I <0 1 I 1 I 1 1 I 2 I 1 Approach Volume 1,798 1,617 800 682 Per lane Volume 147 502 n/a 215 468 n/a 349 301 150 95 174 239 % Turns from excL lanes 16% 80% 0% 13% 76% 0% 44% 38% 19% 14% 51% 35% E/W Effective f!1c - - - - - - - 0.22 - - 0.11 - North-South Critical NB l T + SB TH = 605 SB l T + NB TH = 707 East-West Critical EB l T + WB TH - 523 WB l T + EB TH - 396 Maximum Critical Sum 707 + 523 - 1,230 :>I^IU:>! NtJ\K 12/20/2004 12:48 INTERSECTION ANALYSIS SHEET WINCHESTER CONGRESS AVENUE @ OLD BOYNTON ROAD (Proposed Geometries with Northbound Dual left Only) Growth Rate = Peak Season = Buildout Year = Years = 4.24% 1.00 2008 4 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT ExistinK Volume (03/16/04) 120 752 17 122 1249 117 131 241 139 54 181 141 Peak Season Volume 120 752 17 122 1,249 117 131 241 139 54 181 141 BackKround 142 888 20 144 1,475 138 155 285 164 64 214 166 Spine Road Diversions (14) 14 (45) (15) (4) (3) 28 15 17 (18) % Residential Traffic 0% 19% 0% 0% 19% 9% 9% 1% 0% 0% 0% 0% % Commercial Traffic 0% 25% 0% 0% 25% 8% 8% 2% 0% 0% 2% 0% Residential Traffic 0 10 0 0 53 25 5 3 0 0 0 0 Commercial Traffic 0 43 0 0 25 8 14 3 0 0 2 0 Total 142 927 34 99 1,538 167 171 319 164 79 233 148 Critical Volume Analysis No. of lanes 2 3 <0 1 3 <0 1 1 1 1 2 1 Per lane Volume 71 321 n/a 99 569 n/a 171 319 164 79 117 148 % Turns from excl. lanes 13% 84% 0% 5% 85% 0% 26% 49% 25% 17% 51% 32% E!W Effective v./c - - - - - - - 0.28 - - 0.09 - North-South Critical NB l T + SB TH = 630 SB l T + NB TH = 410 East-West Critical EB l T + WB TH - 288 WB l T + EB TH = 398 Maximum Critical Sum 630 + 398 = 1,028 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT IT Thru RT LT Thru RT LT Thru RT ExistinK Volume (03/16/04) 294 1430 74 215 1223 179 349 301 150 95 348 239 Peak Season Volume 294 1 ,430 74 215 1,223 179 349 301 150 95 348 239 Back~round 347 1,688 87 254 1,444 211 412 355 177 112 411 282 Spine Road Diversions (23) 23 (40) (29) (7) (5) 18 29 34 (65) % Residential Traffic 0% 19% 0% 0% 19% 9% 9% 1% 0% 0% 0% 0% % Commercial Traffic 0% 25% 0% 0% 25% 8% 8% 2% 0% 0% 2% 0% Residential Traffic 0 47 0 0 23 11 22 1 0 0 0 0 Commercial Traffic 0 117 0 0 129 41 38 9 0 0 10 0 Total 347 1,830 110 214 1,567 256 467 384 177 141 455 217 Critical Volume Analysis No. of lanes 2 3 <0 1 , 3 I <0 1 I 1 I 1 1 I 2 I 1 Approach Volume 2,287 2,037 1,028 813 Per lane Volume 174 647 n/a 214 608 n/a 467 384 177 141 228 217 % Turns from excL lanes 15% 80% 0% 11% 77% 0% 45% 37% 17% 17% 56% 27% E/W Effective v./c - - - - - - - 0.22 - - 0.12 - North-South Critical NB l T + SB TH = 772 SB l T + NB TH = 851 East-West Critical EB l T + WB TH - 695 WB LT+EBTH- 525 Maximum Critical Sum 851 + 695 - 1,546 ::>>IAIU::>>? UVI:K 12/2(j12004 12:48 INTERSECTION ANALYSIS SHEET WINCHESTER BOYNTON BEACH BOULEVARD @ OLD BOYNTON ROAD (Existing Analysis) Growth Rate = Peak Season = Buildout Year = Years = 0.00% 1.00 2008 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT IT Thru RT LT Thru RT IT Thru RT Existin!: Volume (03/25/03) 77 68 96 373 99 15 7 1240 64 133 887 191 Peak Season Volume 77 68 96 373 99 15 7 1,240 64 133 887 191 Back!:round 77 68 96 373 99 15 7 1,240 64 133 887 191 % Residential Traffic 0% 1% 0% 19% 1% 2% 2% 0% 0% 0% 0% 19% % Commercial Traffic 0% 1% 0% 12% 1% 1% 1% 0% 0% 0% 0% 12% Residential Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Commercial Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Total 77 68 96 373 99 15 7 1,240 64 133 887 191 Critical Volume Analysis , No. of lanes 1 1 <0 1 1 <0 1 3 <0 1 3 1 Per lane Volume 77 164 n/a 373 114 n/a 7 435 n/a 133 296 191 % Turns from excl. lanes 32% 28% 0% 77% 20% 0% 1% 95% 0% 11% 73% 16% E/W Effective yjc - - - - - - - 0.37 - - 0.25 - North-South Critical NB l T + SB TH = 181 SB l T + NB TH = 527 East-West Critical EB l T + WB TH = 303 WB l T + EB TH = 558 Maximum Critical Sum 527 + 558 = 1,085 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT IT Thru RT LT Thru RT IT Thru RT Existin!: Volume (03/25/03) 132 184 87 297 109 18 31 1190 96 114 1255 524 Peak Season Volume 132 184 87 297 109 18 31 1,190 96 114 1,255 524 Back!:round 132 184 87 297 109 18 31 1,190 96 114 1,255 524 % Residential Traffic 0% 1% 0% 19% 1% 2% 2% 0% 0% 0% 0% 19% % Commercial Traffic 0% 1% 0% 12% 1% 1% 1% 0% 0% 0% 0% 12% Residential Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Commercial Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Total 132 184 87 297 109 18 31 1190 96 114 1255 524 Critical Volume Analysis No. of lanes 1 I 1 I <0 1 I 1 <0 1 3 I <0 1 I 3 1 Approach Volume 403 424 1,317 1893 Per lane Volume 132 271 n/a 297 127 n/a 31 429 n/a 114 419 524 % Turns from excl. lanes 33% 46% 0% 70% 26% 0% 2% 90% 0% 6% 66% 28% E/W Effective 'lIc - - - - - - - 0.37 - - 0.36 - North-South Critical NB l T + SB TH = 249 SB l T + NB TH = 558 East-West Critical EB l T + WB TH = 450 WB l T + EB TH = 533 Maximum Critical Sum 558 + 533 - 1,091 ~IAIU~? UNlJtK 12/20/2004 13:14 12/17/2004 Arterial Analysis Data 04-022 8-24-04 Winchester Arterial Analysis Input Data Urban Street: Gateway Boulevard Eastbound Length Street Speed Segment Cross Street (miles) Class (MPH) 0 Lawrence Road 1 Congress Avenue 0.97 2 40 2 Motorola / Hampton Inn 0.22 2 40 3 Park Ridge Road 0.20 2 40 4 High Ridge Road 0.75 2 40 5 1-95 (West) 0.15 2 40 Westbound Length Street Speed Segment Cross Street (miles) Class (MPH) 0 Seacrest Blvd 1 1-95 (East) 0.15 2 40 2 High Ridge Road 0.20 2 40 3 Park Ridge Road 0.75 2 40 4 Motorola / Hampton Inn 0.20 2 40 5 Congress Avenue 0.22 2 40 U RBAN STREET WORKSH EET #1 _i},_%M~i,;~i,i,t;;i:;i}iJ.l;i~@i,;~@i,iIit~i,@;tt;if:@_ti!I_.i,if:;@;;;J~i,i!.~i,i,i,;~i,i,;~i,@;;!.:itt:i,@i~i,i,;~;i:M;t!.:i~i,i,;t@i,i@@;;@Mi!, Analyst PTC#04-022 Urban Street Gateway Boulevard Agency/Co. Direction of Travel West-bound Date Performed 12/1 7/2004 Jurisdiction Palm Beach County Time Period AM Peak Hour Analysis Year 2008 Proiect Description: Winchester Property ::i':':'~':':':':':'::JJ!if._ii:~~if~if~;H;~~~~~f!iffMf:if[ff~;;;;;~~W:f.f~;tif:!:W~@[ffff~;i~;~f~!~if~;;;;f!~;i@~;;!f:if~;;m~;:!f;iff!~;@ffill;;illf~i~i:;ff~;i@illf~!:iM~i~i~;;if~i~!~!:f:!:;;;~fillr;!~!;ffill;if~!fif:!ill@;::;i~:::: Analysis Period(h) T = O. 25 Segments 1 2 3 4 5 6 7 8 Cycle length, C (5) 130. 0 130. 0 1 10. 0 130. 0 130. 0 Eft. areen to cycle ratio, a/C O. 194 0.338 OA09 0.680 0.33 1 v/c ratio for lane group, X O. 762 0.580 0.613 0.480 0.406 Cap of lane group, c (veh/h) 1314 1 721 2060 2423 1682 pct Veh on Grn , PVG Arrival tvDe AT 4 4 3 3 3 Unit Extension , UE (see) 3. 0 3. 0 3. 0 3. 0 3. 0 Lenath of seament, L -(mO O. 15 0.20 O. 75 0.20 0.22 Initial Queue, Qb (veh) 0 0 0 0 0 Urban street class, SC 2 2 2 2 2 Free-flow speed, FSS (mi/h) 40 40 40 40 40 Running Time, TR (5) 1 7.3 23.0 68. 6 23. 0 24. 9 Uniform delay, d1 (5) 49.6 35A 25.6 9.9 33.6 5A 5A 5A Incremental delay adj, k 0.3 1 O. 1 7 0.20 O. 1 1 O. 1 1 0.50 O. 50 0.50 Upstream filtering adi factor, I 1.000 O. 56 1 O. 789 O. 755 O. 873 Incrementa I delay, d2 (s) 2. 7 O. 3 O. 4 O. 1 O. 1 4. 0 3A 3. 4 Initial queue delay, d3 (5) 0 0 0 0 0 Progression adj factor, PF 1. 058 0.954 1.000 1.000 1. 000 0.256 O. 256 O. 256 Control delav, d (5) 52.2* 34.0 26. 1 10.0 33.8 S"::~.";':;";';';:':::::~:;::t~I.I~_maug::~::i,MW::i,@;;::;;'i,;@:;;;i,i,::@;;ii,;mmig;;i,i;;i,i:;i,i,::;;i,\\::;;i,i::i,i,:\;ti,Ii:::fM;;mi:@ii:i,i:;;::;;m;;;i:i,ii:i:i,i:i:i,i:ii,;i,i,;;;;;i,iii;';ii:i:;;i,i:i:%;i:i;;!:;i,i,!),!:!;iF:: Travel time , ST (5) 69A 57. 0 94. 7 33.0 58. 6 Travel soeed, SA (mi/h) 7. 8 12.6 28.5 2 1. 8 13.5 Seament LOS F F B D E ullili':stiJiii:uos::imwemuriUSh:::::::::::i:::i:::::i::'1:i':::'::';::::::::::'::;:;:::::;:1:::::::::;:;:1::::1;::::::::::::::;:,:::::!:;:;:::::::::;,::::::::'::::::::~:::::::;::::::::i::ii!::i::::::::::t::;:::;:::m::::;::::i:::::i::::;::::::::::::::::::::::j:::::::I:::';:::::::ij;::::::::::::::!::;::::::::::::::;::r Total travel time (s) 3 12. 8 Total length (mi) 1. 52 Total travel speed. SA (mi/h) 1 7. 5 Total urban street LOS D HCS2000™ Copyright @ 2000 University ofFlorida, All Rights Reserved V C11lion 4.lc U RBAN STREET WORKSH EET #1 __~~_~~~~~~~i~~~~~~~~~~~~~~~~g~~~~~~i~~~~f~~~~J~~f~~~~~il~l~~:~~ .1Ij,1_llii:@i,Mi,i,i.;j,i,;,Ii,!,!,i,;i,;ii:;i,~i,i,i,!,;jJii,ij,ii:!,i,@i,iJi,Mij,ij1i,!,!,i,@MMi,i,i,i,@i:Mi, Analyst PTC#04-022 Urban Street Gateway Boulevard Agency/Co. Direction of Travel East-bound Date Performed 12/1 712004 Jurisdiction Palm Beach County Time Period PM Peak Hour Analysis Year 2008 Project Descriotion: Winchester Prooertv ::\::::::::::::~~:':::::~iir_.{fmrfr(,~l;i('fi(,:i(,tf}(,('~;;lli~ifrfi('fi(,fWWfi('fi~lff:fi('fffifif:f:f;:l;l'f:f~'f:ff:l@:i~l~lfm;;!f::@~ift(,Jf'f:~;llli:Mlif(,*lMM~Mli~if:~t;ifa:Bfi:i~i:iff(,f('ff:if;irifrff~;i:;it~i:i:;lfl1::1::i:i:;:::::::: Analysis Period(h) T = 0.25 Segments 1 2 3 4 5 6 7 8 Cycle length , C (s) 140. 0 140. 0 1 10. 0 120. 0 120. 0 Eft. oreen to cvcle ratio, g/C 0.257 0.500 00473 0.367 0.225 vie ratio fOf lane OfOUP, X 0.526 O. 784 0.509 O. 798 O. 580 Cap of lane orouo, c (veh/h) 1308 1 770 2404 1865 1559 Pct Veh on Grn. PVG Arrival type AT 3 3 3 4 4 Unit Extension , UE (sec) 3. 0 3.0 3. 0 3. 0 3. 0 Length of segment, L(mi) O. 97 O. 22 O. 20 O. 75 O. 15 I nitial Queue, Qb (veh) 0 0 0 0 0 Urban street class, SC 2 2 2 2 2 Free-flow soeed, FSS (mi/h) 40 40 40 40 40 Running Time, TR (s) 87. 5 24. 9 23.0 68. 6 1 7.3 Uniform delay, d1 (s) 44. 7 28.8 20. 1 34.0 4 104 504 504 504 Incremental delay adj, k O. 13 0.33 O. 12 0.34 O. 1 7 O. 50 O. 50 O. 50 Upstream filtering adi factor, I 1. 000 O. 837 O. 525 0.85 1 O. 503 Incremental delay, d2 (s) 004 2.0 O. 1 2.2 0.3 3. 5 304 3. 4 Initial Queue delay, d3 (s) 0 0 0 0 0 Progression adj factor, PF 1.000 1.000 1.000 0.928 1. 039 0.256 0.256 0.256 Control delav. d (s) 45. 1 30.8 20.2 33. 7 41.6* S:"':":":'::'::::~:~:::'~:::;::j;,t.iQs;,jj_mifiiH@i,;,i,;';i,i,g@i,;;@i,i,ii,Mmi,i,i,i,;,;i:@::;'ll;@:i:;,igtM;,j'[iiii,;,i,igi,:;j::;Hi,M;;m;@:;i:IMi,;i,i,i,;;;,;mWi,i,i,i,::i,i,Mi,i,r;i,;:tMij;,i:;,i,ii,@ii,i,Mi:{ Travel time , ST (s) 132. 5 55. 7 43.2 102. 4 58. 8 Travel speed, SA (mi/h) 26.3 14.2 16. 7 2604 9.2 Segment LOS C E E C F .Btii:::.tst;::uQSj:jlfililfi6B8i:j:j:::;:;';:I;;;:::;::;':::::':::::'JIi':::':;;fii::j:"':::';::;::::;:;::":.':'::::::;::::;;;'I;:;t';::::;::::;::;';'::;':::::::::::;':i:':':':I;,:::;'::;;f;;;;:::;:::;'::::::;j:::::j::I;::';::::;:;I;::::;::::::1::::::m:::::j:;:::::::::jr::{';:::;J:::::::::::;:;:::::: Total travel time (s) 392. 7 Total length (mi) 2.29 Total travel speed, SA (mi/h) 2 1. 0 Total urban street LOS D llCS2000™ Copyright ~ 2000 University of Florida. All Rights Reserved Version 4.1c SHORT REPORT ~f:M].4.fi6i.tiijifff[~~f:r::rrr ..............................---.... ................... smUWliMJ.itiWffffff1[:fffff~frrr~~r:f::ffff:rrrrf:r:::::t1:rmff[" ;.:.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.:.;.;.;.;.;.:.;.:.;.;.:.;.:.:.:.;.;.;.;.;.;.;.;.;.;.:.:-:.: .. ......u..................______............__............ .......---...........................................--.... .........-....,......................................-.............-.'...................-.-.-....................... .......................---................................ .......... ............-...................--........... .............. .........................................-................ Analyst PTC#04-022 Intersection Gateway & 1-95 (West) Agency or Co. Winchester Area Type All other areas Date Performed 12/17i2004 Jurisdiction Palm Beach County Time Period PM Peak Analysis Year 2008 ;y9.ijMiraflUgr.til.iji::.p.ijt:::~:rm@:::~~:{::::?:::::::::::f::I:tI[Jf:t::::I~:IJ[J:I::::::::::{m:{II@::II::{f:::[:::::::J::::::::I[{::iItI:::fJ::::I{:::::::::@::::~:~::t[f:::tm::{{:{r:t::::{::::{:I:f~::f:t::::I:::H::t:::: EB we NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 0 4 0 2 2 0 0 0 0 2 0 1 Lane group T L T L R Volume (vph) 859 178 1444 313 637 % Heavy veh 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 Ext. eft. Qreen 2.0 2.0 2.0 2.0 2.0 Arrival type 4 3 4 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N N N 0 N Parking/hr Bus stopslhr 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 Phasing EB Only WB Only 03 04 SB Only 06 07 08 G = 27.6 G = 58.8 G = G = G = 15.6 G = G = G = Timing y = 6 Y = 6 Y = Y = Y = 6 Y = Y = Y = Duration of Analvsls (hrs) = 0.25 Cvcle Lenath C = 120.0 tlB:::I.Q...r.~;'i;,tlilll.:~:Dimvl::.I:::L.::::Qi.._li:::;If::::::::::;[:::~:::::::::IIII:::::::t::I:;;::::;:l:~[:::l:::::;j~:~::::::::::;:::::::::::::::[::~[:~:::~::j:[:::j::::";: EB WB NB SB Adj. flow rate 904 187 1520 329 671 Lane group cap. 1559 1682 1734 446 649 v/c ratio 0.58 O. 1 1 0.88 0.74 1.03 Green ratio 0.23 0.49 0.49 O. 13 0.41 Unif. delay d1 41.0 16.5 27.4 50.2 35.4 Delay factor k O. 17 O. 11 0.40 0.30 0.50 Increm. delay d2 0.5 0.0 5.4 6.4 44.3 PF factor 1.000 1.000 O. 782 1.000 1.000 Control delay 41.6 16.5 26.8 56.6 79. 7 Lane group LOS D B C E E Apprch. delay 41.6 25.7 72. 1 Approach LOS D C E . I I Intersec. delay 42.5 Intersection LOS D HCS2000™ Copyright @ 2000 Univenity of Florida, All Rights Reserved Version 4.1c SHORT REPORT ~::'hf~fr?::::f?:rr?t::t:f:?::t: ...... ... mImmwmm;W:::t::??ff:f:ttti:tt:?:tft:::f::f:ttt::::::t::f::tift:?::t::f::::: .. .. ... .................--.......---.........................---.......................... .......... ..... ...................... -- ..... ....... . ... . Analyst PTC#04-022 Intersection Gateway & High Ridge Agency or Co. Winchester Area Type All other areas Date Performed 12/17/2004 Jurisdiction Palm Beach County TIme Period PM Peak Analysis Year 2008 Existing Timing :V.IQftjj::fiijitrliimirlniUi:imIIi::,;::::::m:::::::m::::::::::::::::m:::I:i:::::I::iI:fi::::::I::I::i::::::::::::m::::::l::::::::II:It::I:::::::i:::::::::::::::::I:::f::i:i::::::::::::::i:i:i:I::Ii:i:mi:::::::::::::::i?::::m:I:::::m:I::i:;::Ii::Iii::::::::::::rmI:fII::I: EB we NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 1 1 3 1 1 2 0 1 2 0 Lane group L T R L T R L TR L TR Volume (vph) 138 1414 52 101 1665 315 100 32 144 188 15 106 % Heavv veh 2 2 2 2 2 2 2 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated(P / A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eft. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 3 4 3 3 4 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stopslhr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasina Ex cl. Left EW Perm 03 04 Excl. Left NS Perm 07 08 G = 13.0 G = 44.0 G = G = G = 12.0 G = 25.0 G = G = Timing y = 6 Y = 6 Y = Y = Y = 7 Y = 7 Y = Y = Duration of AnalYsis (hrs) = 0.25 Cvcle Lenath C = 120.0 l_i:'l1fOBi)::(~~'::::::::::::::::::::::::::ii.Vr:::llitfllf!.::::":~:::::::::::::f::.B:::nQSatmlliid._a6.I'::::IIi;::::i:::i::ii:i!:::::::;:::::::;::;:::::i:::;:m::::i;::;::::::'Mtl:::::l::::::::::::!::::::::::i::i:::.:::: EB WB NB SB Adj. flow rate 145 1488 55 106 1753 332 105 186 198 128 Lane group cap. 254 1865 818 254 1865 818 437 647 423 641 vIe ratio 0.57 0.80 0.07 0.42 0.94 0.41 0.24 0.29 0.47 0.20 Green ratio 0.52 0.37 0.52 0.52 0.37 0.52 0.37 0.21 0.37 0.21 Unif. delay d1 23.4 34.0 14.5 19.9 36.7 17. 7 25.8 40.0 27.3 39.2 Delay factor k O. 17 0.34 O. 11 O. 1 1 0.45 O. 1 1 O. 11 O. 11 O. 1 1 O. 11 Increm. delay d2 3. 1 2.5 0.0 1. 1 10.0 0.3 0.3 0.2 0.8 0.2 PF factor 1.000 0.928 1.000 1.000 0.928 1.000 1.000 1. 000 1.000 1.000 Control delay 26.5 34. 1 14.6 21.0 44. 1 18. 1 26. 1 40.2 28.2 39.4 Lane group LOS C C B C 0 B C 0 C 0 Apprch. delay 32.8 39.0 35. 1 32.6 Approach LOS C 0 0 C Intersec. delay 36.0 Intersection LOS 0 HCS2000™ Copyright ~ 2000 University of Florida, All Rights Reserved Version 4.1c SHORT REPORT ~WI~lif~mi':::M:rM~~~@:'@M~'~I:::m:::MM:r'I:t:::::I'r:::@:::,:r:::'Im::'::M:ttiM:::i:r: $tii'lVimmtimi@'iIM~ttm .:.:::.::...:}:::;:t~:::::t::::::I:':'\.:.:..:))))":'::":,:".:. Analyst PTC#04-022 Intersection Gateway & Park Ridge Agency or Co. Winchester Area Type All other areas Date Performed 12/17i2004 Jurisdiction Palm Beach County Time Period PM Peak Analysis Year 2008 .v9Ium~rljfj.flt.miQJUriP'ijl: .. .. :' ..... ".:'.. EB TH 3 T 1162 2 0.95 A 2.0 2.0 3 3.0 Num. of Lanes Timing Adj. flow rate Lane group cap. v/c ratio Green ratio Unit. delay d1 Delay factor k Increm. delay d2 PF factor Control delay Lane group LOS Apprch. delay Approach LOS Intersec. delay HCS2000™ LT 1 L 4 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N 12.0 o RT 1 R 44 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N .... ..... ... ...................... ....................... ....._...........u... . .... ....... LT 1 L 33 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N . . . . . - . . . . . . . . .. - . . . . - ..................... ..... ... .... ... .. .................. .--..---.. ..- .. .... ..........................-................. . ---........-.---.-.......................... .........................,......"..."...-.".-.".-.-...-.....,.,.... ,.........,..-_..................-............. '. .. ...... ........ .................................................................... .. . ..... ...... .. .................................................. .................. .................. .... .. ..:.:.:.......:.:...:.:.;.;.;.:.....;.;.....;.......:.;.:.;.;.;;.;.;.:.;.:.;.:.:.;.:.;...;.:.;.:.;.;.;.;.;.;.:...;.;...:.....:.:.....; ....... ..... .;..:..... we TH 3 TR 2081 2 0.95 A 2.0 2.0 3 3.0 12.0 o o 2 0.95 A RT o LT 2 L 60 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N NB TH 1 TR o 2 0.95 A 2.0 2.0 3 3.0 Copyright @ 2000 University of Florida, All Rights ResetVed o N 33 2 0.95 A 12.0 o RT o LT 1 L 5 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N Lane group Volume (vph) % Heavv veh PHF Actuated (P/A) StartuD lost time Ext. eft. oreen ArrivaltVDe Unit Extension Ped/Bike/RTOR Volume Lane Width Parking/G rade/P arki ng Parking/hr Bus stopslhr 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left EW Perm 03 04 SB Onlv NB Onlv 07 G = 10.0 G = 52.0 G = G = G = 12.0 G = 12.0 G = Y=6 Y=6 Y= Y= Y=6 Y=6 Y= Duration of AnalYsis (hrs) = 0.25 Cycle Lenath C = 110.0 ..:::GiI66~:'...ljj%:Glmla~:'..::g.a:i:L.sUtli_mlllit:'ii:::~::::::It:'tt::::::::i1:i'::::'::j:.:'t':'iI:!':':=:=::'t::i::::::l:!i::'::::I::~'~~:"::t:':::::::::::::::::'::I EB WB NB SB 4 1223 46 35 2191 63 35 5 0 4 228 2404 921 304 2404 375 173 193 203 317 0.02 0.51 0.05 0.12 0.91 0.17 0.20 0.03 0.00 0.01 0.62 0.47 0.58 0.62 0.47 0.11 0.11 0.11 0.11 0.20 18.0 20.1 9.9 10.0 26.9 44.5 44.6 43.8 43.7 35.3 0.11 0.12 0.11 0.11 0.43 0.11 0.11 0.11 0.11 0.11 0.0 0.2 0.0 0.2 5.8 0.2 0.6 0.1 0.0 0.0 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 18.0 20.3 9.9 10.2 32.7 44.7 45.2 43.8 43.7 35.3 B CAB COD ODD 19.9 32.3 44.9 40.0 BCD 0 28.3 Intersection LOS C o N SB TH 1 T o 2 0.95 A 2.0 2.0 3 3.0 12.0 o RT 1 R 4 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N o 0 3.0 3.0 08 G= Y= Version 4.1c SHORT REPORT . ............. ....... $iij::I~mir:::::::::::::i:::f::j:::rrr:::::j::::m}:::::}:rr::j:it::::::j:jt:::::j:::::::::::r:::::::::::r::::: QibifiUitiriWitiQi.it::::j:r:::::::::::rl::::::jt:rm::it:::::{::::j:j::::: Analyst PTC#04-022 Agency or Co. Winchester Date Performed 12117i2004 Time Period PM Peak :NUilqm,::jijl.:jJteiUiflUJpiji:::::j::j:ttII:::::::j:@:::::::If:::::::::::::{j .... ..... ...... EB TH 2 T 1309 2 0.95 A 2.0 2.0 3 3.0 Lane group Volume (voh) % Heavy veh PHF Actuated (P/A) Startuo lost time Ext. eft. green Arrival tvoe Unit Extension PedlBike/RTOR Volume Lane Width Pa rki ng/G rade/P arki ng Parking/hr Bus stopslhr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasina WB Onlv EW Perm 03 04 NS Perm 06 07 G = 24.0 G = 70.0 G = G = G = 30.0 G = G = Y=5 Y=5 Y= Y= Y=6 y= y= Duration of Analvsis Chrs) = 0.25 Cvcle Lenath C = 140.0 [le:::ItiIi;:j:~::::::::::::::::::::::::::lBii'::BS.blr.aJ.::('::.'::::::::~::::::::::::::::::::.ajj:E.:;_.tait:::::::j::::j::::::j:j=:::j::ji:j:::::::",,::;:::r:::::::::::::::::::::j::::;j=j::[:::::;:::;:::::::::jI:::::::j::j:::j:::;::j:::::j:::::::: EB WB NB SB 29 1378 41 184 2080 19 60 123 6 27 53 1770 792 375 2503 1119 295 339 252 339 0.55 0.78 0.05 0.49 0.83 0.02 0.20 0.36 0.02 0.08 0.50 0.50 0.50 0.71 0.71 0.71 0.21 0.21 0.21 0.21 24.1 28.7 18.0 28.0 14.6 6.1 45.2 46.9 43.4 44.0 0.15 0.33 0.11 0.11 0.37 0.11 0.11 0.11 0.11 0.11 11.4 2.3 0.0 1.0 2.5 0.0 0.3 0.7 0.0 0.1 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 35.5 30.9 18.0 29.0 17.1 6.1 45.5 47.5 43.5 44.1 DC B C BAD D D D 30.7 18.0 46.9 44.0 C B D D 24.2 Intersection LOS C Num. of Lanes Timing Adj. flow rate Lane group cap. vlc ratio Green ratio Unif. delay d1 Delay factor k Increm. delay d2 PF factor Control delay Lane group LOS Apprch. delay Approach LOS Intersec. delay lfCS2000™ LT 1 L 28 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N Intersection Area Type Jurisdiction Analysis Year Gateway & Motorola All other areas Palm Beach County 2008 Existing Timing . _ _.... :-:.:-:.:.:.;::-:-;::-;-:-:.:.:.;-:-:.: ...... ... _ _. ......./~)t~;t?~~jIff~:~;~;~;~:~J\:~:~;}~:t/tf~t:~:~t:~:~:t)fffff)ttft~}:~ ... ....... .:.......:.;...:-:-:...;.:.:.;.:...:......- ... ---- ..:.:-:.:.-.:.:.:.:..--::::::..:::.::-...:........:.:.:....:...-.;.:.....:.:.._..._..:.;.:.:.:.....-.....-...-.'-'.;.:.:.'; 12.0 o WB NB 5B RT LT TH RT LT TH RT LT TH RT 1 1 2 1 1 1 0 1 1 0 R L T R L TR L TR 39 175 1976 18 57 0 117 6 0 26 2 2 2 2 2 2 2 2 2 2 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 A A A A A A A A A A 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 3 3 3 3 3 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 0 0 0 0 0 0 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 N N 0 N N 0 N N 0 N o 3.0 08 G= y= Copyright Ig 2000 University of Florida, All Rights Reserved Version 4.1c SHORT REPORT 0'::": .......... siGklrif6tmiif&if:ffft::f::ftim:t:m:iI'm:m:t((::'((:::::(((( ...,.................. ....................... ................. .. .. ......... .................. ~riiU~ijiim:m:I:im:mm:m:ltm:m::i::::::::I:i::tiIi::::Im:m:m: Analyst PTC#04-022 Agency or Co. Winchester Date Performed 12/17i2oo4 Time Period PM Peak .... ____.._nn...._. ............ . .., ..... . . .. . ..... ....................-.....-...-.............. .-.-.......-.........'...'....'.............. ......--.-.-.......................................... . :va.ijiije::liijd]::;r.,WiJflPijJI':::f:I:f::ff::tiI:flillfff':I:i::I:i:::." ::....... ::.:'::::;: ::::::;:;:;:;:;:;:::: :,.:.. .............:::::. ::rII((:::::'(:::]t:::::f::::::::fe::::::rt:;:::'::'t?:/,::(':::::::::::::::::}:::::: :... . EB WB NB SB U ~ ~ U ~ ~ U ~ ~ U ~ ~ Num. of Lanes 2 3 1 2 3 1 2 3 1 2 3 1 Lane group L T R L T R L T R L T R Volume (vph 375 654 350 685 1368 351 585 1929 543 203 1373 247 % Heavv veh 2 2 2 2 2 2 2 2 2 2 2 2 ~F Q~ Q~ Q~ Q~ Q~ Q~ Q~ Q~ Q~ Q~ Q~ Q~ Actuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eft. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking NON NON NON NON Parking/hr _ Bus stopslhr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasin~ Excl. Left WB Onlv Thru & RT 04 Excl. Left NB Onlv Thru & RT Ti . G = 19.0 G = 7.0 G = 36.0 G = G = 12.0 G = 6.0 G = 37.0 Imlng y = 6 Y = 0 Y = 6 Y = Y = 6 Y = 0 Y = 5 Duration of AnalYsis (hrs) = 0.25 Cvele Lenath C = 140.0 ..111_aI'..,IV,:::II.,II['::, ',::,,::.. "';::,;' "'::::::i.. i::tIJS'f__6itI:i::::::::;;:i::;i::::::::;:i:;';:li@:~::filI::;I;::~i::::i:;::;::;:::::::::;::;::;:;::;:::::;::;::::i:::':::::::::::::::. EB WB NB SB 395 688 368 721 1440 369 616 2031 572 214 1445 260 466 1308 746 785 1562 690 589 1562 905 294 1344 690 0.85 0.53 0.49 0.92 0.92 0.53 1.05 1.30 0.63 0.73 1.08 0.38 0.14 0.26 0.47 0.23 0.31 0.44 0.17 0.31 0.57 0.09 0.26 0.44 59.1 44.7 25.5 52.7 46.9 29.1 58.0 48.5 20.1 62.4 51.5 26.7 0.38 0.13 0.11 0.44 0.44 0.14 0.50 0.50 0.21 0.29 0.50 0.11 13.7 0.4 0.5 15.8 9.4 0.8 49.6 139.9 1.4 8.8 47.5 0.3 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 72.7 45.1 26.0 68.5 56.3 29.9 107.6 188.4 21.6 71.2 99.0 27.0 ED C E E C F F C E F C 47.8 55.9 143.3 86.1 D E F F 91.8 Intersection LOS F Adj. flow rate Lane group cap. v/c ratio Green ratio Unif. delay d1 Delay factor k Increm. delay d2 PF factor Control delay Lane group LOS Apprch. delay Approach LOS Intersee. delay HCS2000™ Intersection Area Type Jurisdiction Analysis Year Gateway & Congress All other areas Palm Beach County 2008 Existing Timing o 0 3.0 3.0 08 G= Y= Copyright rj) 2000 University of Florida, All Rights Reserved VersiOll 4.lc SHORT REPORT G.i.iiiiUiJi.:ifiifi&iitt::::t:::]i'::i'}}i}:}}ti:t::::t:::/}:Itt:::titt::::t:'t::t::tt:tsk@::JriWbWjdiri::::::}ttL:}::'?':::::::;::::((}'ittt::t:mt::,{,::,\}}\,::,;,\::?!ti:') Analyst PTC Intersection Gateway & Congress Agency or Co. Winchester Property Area Type All other areas Date Performed 12117i2oo4 Jurisdiction Palm Beach County Time Period AM Peak Analysis Year 2008 Existing Timing ::Yilijiji,::a6a::TlriiJP&]fio.ijf:::::Iffffi::::::"::i:i:I)::::::::'::}}i: ...... ............. ... EB TH 3 T 1222 2 0.95 A 2.0 2.0 3 3.0 Num. of Lanes Adj. flow rate Lane group cap. v/c ratio Green ratio Unif. delay d1 Delay factor k Increm. delay d2 PF factor Control delay Lane group LOS Apprch. delay Approach LOS Intersec. delay HCS2000™ LT 2 L 305 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N 12.0 o RT 1 R 341 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N LT 2 L 369 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N we TH 3 T 649 2 0.95 A 2.0 2.0 3 3.0 12.0 o RT 1 R 149 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N LT 2 L 112 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N ................. .... ..................... ........h............ ................................-.....-.-.-.-........,....................-.......-...................................-.-... ................................................................. . ......................................----.....----............ ..' ..... ..........---......................--........... ......-..................-......-.......... ......_.........h..... .__..... .h_...._ ..-.._--.. .--..' -.---- -.-... ....................-......... ..... ...... P' .._______...__._____P__. .................................... ..... ___..._ .. ....__ h_ ..' .... .. ...... . NB TH 3 T 704 2 0.95 A 2.0 2.0 3 3.0 Copyright ~ 2000 University of Florida, All Rights Rcsaved 12.0 o RT 1 R 319 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N Lane group Volume (vph) % Heavy veh PHF Actuated (P/A) Startup lost time Ext. eft. green Arrival tyoe Unit Extension Ped/Bike/RTOR Volume Lane Width Parking/Grade/Parking Parking/hr Bus stopslhr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left WB Onlv Thru & RT 04 Excl. Left SB Only Thru & RT Ti . G = 12.0 G = 7.0 G = 36.0 G = G = 12.0 G = 3.0 G = 37.0 Immg y = 6 Y = 0 Y = 6 Y = Y = 6 Y = 0 Y = 5 Duration of AnalYsis lhrs) = 0.25 Cycle Lenath C = 130.0 lli6i:j'..':::':l:';":::::::::::::':::::::':::"jlii:':IBiIlilf!;:;'::::~::;:::::')::'::.a'::EQs":._.j66:I::i::mi,,;:::,:,::::;,~,:t:;':':i@::@:'::"I:ft':;f;'::'~:::'::)::l';"'I@::~:::'::I:'::]:::':::". EB we NB SB 321 1286 359 388 683 157 118 741 336 364 1485 242 317 1408 658 660 1682 852 317 1447 816 555 1565 694 1.01 0.91 0.55 0.59 0.41 0.18 0.37 0.51 0.41 0.66 0.95 0.35 0.09 0.28 0.42 0.19 0.33 0.54 0.09 0.28 0.52 0.16 0.31 0.44 59.0 45.5 28.7 47.8 33.6 15.4 55.5 38.9 19.4 51.1 44.0 24.2 0.50 0.43 0.15 0.18 0.11 0.11 0.11 0.12 0.11 0.23 0.46 0.11 53.8 9.4 1.0 1.4 0.2 0.1 0.7 0.3 0.3 2.8 12.7 0.3 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 112.8 54.9 29.7 49.2 33.8 15.5 56.2 39.3 19.7 53.9 56.7 24.5 F D CD C BED B DE C 59.7 36.3 35.4 52.5 E D D D 48.5 Intersection LOS D LT 2 L 346 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N SB TH 3 T 1411 2 0.95 A 2.0 2.0 3 3.0 12.0 o RT 1 R 230 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N o 0 3.0 3.0 08 G= Y= Version 4.1c ~WA:Jn.t~Wiinfiir:::i::1111ii:ir:1mrmtr: ......... Analyst PTC#04-022 Agency or Co. Winchester Date Performed 12/1712004 Time Period AM Peak Period SHORT REPORT .......... ::::::;t((}:::::: sitiiJrifdritidirirr::t1::i:::::::r:m::::::::::r::::r::=::::::::::::::11::1: ......... .... ........ Gateway & Motorola/Spine Rd All other areas Palm Beach County 2008 Existing Timing :y.o.lum.~::.ijl::1t.m.i(Onputr:i::{::t:::tt:t:::=:=t:1=tt::r:=t:Iff:t::::f::::::: ..... EB TH 2 T 1818 2 0.95 A 2.0 2.0 3 3.0 Adj. flow rate Lane group cap. v/c ratio Green ratio Unif. delay d1 Delay factor k Increm. delay d2 PF factor Control delay Lane group LOS Apprch. delay Approach LOS Intersec. delay HCS]OOOTM LT 1 L 15 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N 12.0 o RT 1 R 35 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N LT 1 L 63 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N Intersection Area Type Jurisdiction Analysis Year we TH 2 T 1105 2 0.95 A 2.0 2.0 3 3.0 12.0 o ..--.--............... ... .. ...................... .....--...........--.. ...... . -. . ..-........ ... .. ............ ........,.............. ,- -.- ...-.......'.................. .......--............... ...... .-, ......................... ...... ................................... ...--............................... ......-.-............----....... ............................... ......................--....... ............................... .h........................... ........................ . RT 1 R 6 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N LT 1 L 17 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N NB TH 1 TR o 2 0.95 A 2.0 2.0 3 3.0 Copyright @ 2000 University of Florida, All Rights Reserved 113 2 0.95 A 12.0 o RT o LT 1 L 27 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N Num. of Lanes Lane group Volume (vph) % Heavv veh PHF Actuated (PIA) Startup lost time Ext. eft. green Arrival type Unit Extension Ped/Bike/RTOR Volume Lane Width Parking/G rade/Parki ng Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 PhasinQ we Onlv EW Perm 03 04 NS Perm 06 07 Ti . G = 14.0 G = 70.0 G = G = G = 30.0 G = G = Imlng Y = 5 Y = 5 Y = Y = Y = 6 Y = Y = Duration of Analvsis(hrs) = 0.25 Cvcle Lenath C = 130.0 li.l:liir::::::tf::::::::::::::::.iii~=~aitl.iI=tt.::::::::...::::::::::=;:=:t.a:::tQII_ml(QBI:j::::::==:::I::::~:::l::l:\II::::=::::==j=::::j::=i:=Ill=:lM::I:;;::=:::;lil::::;I==:=====:=l:=:i=::=:::::::: EB WB NB SB 16 1914 37 66 1163 6 18 119 28 20 244 1906 852 248 2423 1084 320 365 282 365 0.07 1.00 0.04 0.27 0.48 0.01 0.06 0.33 0.10 0.05 0.54 0.54 0.54 0.68 0.68 0.68 0.23 0.23 0.23 0.23 14.4 30.0 14.2 26.8 9.6 6.5 39.0 41.6 39.4 39.0 0.11 0.50 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.1 21.6 0.0 0.6 0.2 0.0 0.1 0.5 0.2 0.1 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 14.5 51.6 14.2 27.4 9.8 6.5 39.0 42.1 39.5 39.0 B DB C A ADD D D 50.6 10.7 41.7 39.3 D B D D 35.5 Intersection LOS D o N 5B TH 1 TR o 2 0.95 A 2.0 2.0 3 3.0 RT o 19 2 0.95 A o 12.0 o N o 3.0 08 G= Y= Version 4.lc SHORT REPORT ,...",.:: .............. ::::: .iUMaffiijjUmmim= ~6.ifbif~immm:m=m=:i:m=m=:::'::im=m=t'Im=iI Analyst PTC#04-022 Agency or Co. Winchester Date Performed 12/1712004 Time Period AM Peak :jV9,llimifijiiltltrmmliJiiii::':Il:::::::H::::::::::::iii':tfj::::tm EB TH 3 T 1762 2 0.95 A 2.0 2.0 3 3.0 Num. of Lanes Timing Adj. flow rate Lane group cap. v/c ratio Green ratio Unif. delay d1 Delay factor k Increm. delay d2 PF factor Control delay Lane group LOS Apprch. delay Approach LOS Intersec. delay HCS2000™ LT 1 L 124 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N ....n..'.__..___". ..----............... ..-................. ...--................ 12.0 o RT 1 R 19 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N Intersection Area Type Jurisdiction Analysis Year LT 1 L 57 2 0.95 A 2.0 2.0 3 3.0 o 12.0 N WB TH 3 TR 1123 2 0.95 A 2.0 2.0 3 3.0 12.0 o ...........--.--.... ..................... ..... ......... . 77 2 0.95 A .........'.................... ... ... .. ...... ............ ~:~:~:?~:~:~:t~?:~:~:~:~:~:~:?:-;:t)t?~~~~~~t~~~~~~~~~~~~~~~~~/}r(~~~:::::}~:f~{::::::~:::::::::::::::::::::....:.:. Gateway & Park Ridge All other areas Palm 8each County 2008 Existing Timing ... ........--.......--................... ...... ... ...... .............................-.............. ....................... ..........-..---.............-............... --... .......... ............................---... ......... ....... -.....-...-................ -.. -..--..................-. ......-.........................................- ......................... ..........-.... .--.......... ... .. . . .. .. . ... ..... . .... RT o NB SB LT TH RT LT TH RT 2 1 0 1 1 1 L TR L T R 29 0 71 4 1 6 2 2 2 2 2 2 0.95 0.95 0.95 0.95 0.95 0.95 A A A A A A 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 3 3 3.0 3.0 3.0 3.0 3.0 0 0 0 0 12.0 12.0 12.0 12.0 12.0 N 0 N N 0 N Lane group Volume (vph) % Heavv veh PHF Actuated (P/A) Startup lost time Ext. eff. green Arrival tyoe Unit Extension PedlBike/RTOR Volume Lane Width Parking/Grade/Parking Parkinglhr Bus stopslhr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasina Excl. Left EB Onlv EW Perm 04 SB Onlv NB Onlv 07 08 G = 10.0 G = 1.0 G = 45.0 G = G = 12.0 G = 12.0 G = G = Y=6 Y=6 Y=6 Y= Y=6 Y=6 Y= Y= Duration of AnalYsis lhrs) = 0.25 Cvcle Lenath C = 110.0 1tB'::11ii6I:;':':':":,:,:::':;.:::::::,":~:::":::"tlan.t(ali"..':r;'.afLQSrDi_lallII'I"'j'i"'f':I':i;::':;':j';::::':i:':;':'::"r"t"':'i:i':tl~i':i":ijl':::lf1'j~:':l::f:':i:'j:':':i"i':':i: EB WB NB SB 131 1855 20 60 1263 31 75 4 1 375 2404 921 229 2060 375 173 193 203 0.35 0.77 0.02 0.26 0.61 0.08 0.43 0.02 0.00 0.62 0.47 0.58 0.50 0.41 0.11 0.11 0.11 0.11 12.1 24.1 9.7 15.8 25.6 44.1 45.8 43.8 43.7 0.11 0.32 0.11 0.11 0.20 0.11 0.11 0.11 0.11 0.6 1.6 0.0 0.6 0.5 0.1 1.7 0.0 0.0 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 12.7 25.7 9.8 16.4 26.2 44.1 47.6 43.8 43.7 8 CAB C D D D D 24.7 25.7 46.6 36.2 C C D D 25.8 Intersection LOS C o N 6 ~ 0.01 0.26 29.9 0.11 0.0 1.000 30.0 C Copyright It> 2000 University of Florida, All Rights Reserved Version 4.1c SHORT REPORT $iii.aU~6if:ff::rr:::fn:::::::f{:{=:{:I sWttiddrifafladfff:::::::=::=:=:f::tt{t::{t:=::::t:: ........................ ----- ......................... ........................ " -....... . .. .. .., ......... u.... ........... .................h... .......... . ...n...... ................... Analyst PTC#04-022 Intersection Gateway & High Ridge Agency or Co. Winchester Area Type All other areas Date Performed 12/17 i2004 Jurisdiction Palm Beach County lime Period AM Peak Analysis Year 2008 Existing Timing v...ijM~fiJiil.::Jf.tiijmi::mrmtIm::I=::;::::::::::::tttt::::IIEI:=:::::@::::::::::m::::::I=::::::t::::::::::I::::t::t:f:f:=If::::::f:::f::::=::::::@::::::::I:::::::::::::::::::::::::::@::::::::tr:I::::f::::::f::::=:::::tI::t:::t::{::t::::'::::::::::=:::=::f::::::::::: EB WB NB 5B LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 1 1 3 1 1 2 0 1 2 0 Lane group L T R L T R L TR L TR Volume (vph) 228 1S06 114 233 948 294 62 2S 161 384 71 139 % Heavy veh 2 2 2 2 2 2 2 2 2 2 2 2 PHF 0.9S 0.9S 0.9S 0.9S 0.9S 0.9S 0.9S 0.9S 0.9S 0.9S 0.9S 0.9S Actuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eft. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 3 4 3 3 4 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parki ng/G rade/Parki ng N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 PhasinQ Ex cl. Left EW Perm 03 04 Excl. Left S8 Onlv NS Perm 08 G = 16.0 G = 44.0 G = G = G = 10.0 G = 7.0 G = 20.0 G = liming Y = 6 Y = 6 Y = Y = Y = 7 Y = 7 Y = 7 Y = DuraUon of Analvsis lhrs) = 0.25 Cvcle Lenath C = 130.0 E.:':Slm8I:?::::::::::::::=:::::::=:::]bii':=QoitlOl.:j:Qjfii::r:=..=::EQI:::IiIldlBitilnii:==:=j:::'=:=':':j':::::==:::::::::=::::=:=:=:=::==:===:'=:j:==:=:;i=i:=:::==:=:==:=mIJ;'=:m:j=::i;=j:=::j:i'I:'':i':=''::':::':( EB we NB SB Adj. flow rate 240 1585 120 245 998 309 65 195 404 221 Lane group cap. 337 1721 731 275 1721 901 312 474 507 834 v/c ratio 0.71 0.92 O. 16 0.89 0.58 0.34 0.21 0.41 0.80 0.26 Green ratio 0.51 0.34 0.46 0.51 0.34 0.57 0.23 O. 15 0.39 0.26 Unif. delay d1 21. 1 41.3 20.4 38.2 3S.4 15.0 39.9 49.7 31.4 38. 1 Delay factor k 0.28 0.44 O. 11 0.41 O. 17 O. 11 O. 11 O. 1 1 0.34 O. 11 Increm. delay d2 6.9 8.6 O. 1 28.2 0.5 0.2 0.3 0.6 8.7 0.2 PF factor 1.000 0.954 1.000 1.000 0.954 1. 000 1.000 1.000 1.000 1.000 Control delay 28.0 48.0 20.5 66.4 34.3 15.2 40.3 50.3 40. 1 38.3 Lane group LOS C D C E C B D D D D Apprch . delay 43.9 35.S 47.8 39.4 Approach LOS D D D D Intersec. delay 40.5 Intersection LOS D HCS2000™ Copyright ~ 2000 University of Florida, All Rights RcsetVed Version 4.1c SHORT REPORT ~iin.~Qrim:(t::(::t::lmI:(m:::t::Im::l:I('lIm::((:::':mI:((:::::':j:::t::: ~:tid6fiMdi6i::'t:t:::::t:tt:tt:!t:::t't:':t:'t:t':tttttt:::t't:t:ttt::ttt:t::t ....................._..........................................................h....__......................................... Analyst PTC#04-022 Intersection Gateway & 1-95 (East) Agency or Co. Winchester Area Type All other areas Date Performed 12/17/2004 Jurisdiction Time Penod AM Peak Analysis Year 2008 y~..ijmifi.ij..::;r.~riiUiij;ttt::t:'It{:::::f::'iftriI}II::::::t:::I::ii:::::iI::::tl:':fI::::t::,::ii:::,:::::i::I:::::'::it::l::ii:iiIiI:::::::::f:'I':I:i::Ii::i:i::::::::I:t:i:i:j::i:Ii:::::::::IIti:::f:::::::::Illtt::::::,'ffii::::t:jl'::: EB we NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 2 0 0 4 0 2 0 1 0 0 0 Lane group L T T L R Volume (v ph) 476 717 951 503 1 11 % Heavv veh 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A A StartuD lost time 2.0 2.0 2.0 2.0 2.0 Ext. eft. areen 2.0 2.0 2.0 2.0 2.0 Arrival-tYoe 3 4 4 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 Parking/G rade/Parki ng N 0 N N 0 N N 0 N N N Parking/hr Bus stopslhr 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 Phasina EB Onlv we Only 03 04 NB OnlY 06 07 08 G = 62. 7 G = 25.2 G = G = G = 24. 1 G = G = G = Timing y = 6 y = 6 Y = Y = Y = 6 Y = Y = Y = Duration of AnalYsis (hrs) = 0.25 Cycle Lenath C = 130.0 ti8.i:j:ltlU6.'{!::::::::::::::':.:::::.:::::'r.:::,ljj'liitrOl:f:.::..::::':::~':.:::".::':)"".B.ij:IR:":.IIM.6.n'Il:'"""'j"f::::':j::':ii"i::;::l'j::jj::::::jl:t:j'j;'j':':':":::j::::'j':;':":'j':"jll':jj::'::::':::::::::'::::::':" EB WB NB SB Adj. flow rate 501 755 1001 529 1 17 Lane group cap. 1656 1707 1314 636 673 v/e ratio 0.30 0.44 0.76 0.83 O. 17 Green ratio 0.48 0.48 O. 19 O. 19 0.43 Unif. delay d1 20.4 22. 1 49.6 51.0 23.2 Delay factor k O. 1 1 O. 1 1 0.31 0.37 O. 1 1 Increm. delay d2 O. 1 0.2 2. 7 9.2 O. 1 PF factor 1.000 0.793 1.000 1.000 1.000 Control delay 20.5 17. 7 52.2 60.2 23.3 Lane group LOS C B D E C Apprch. delay 18.8 52.2 53.5 Approach LOS B D D Intersec. delay 38. 1 Intersection LOS D HCS2000™ Copyright @ 2000 University of Florida, All Rights Reserved Version 4.lc INTERSECTION ANALYSIS SHEET WINCHESTER GATEWAY BLVD & CONGRESS AVE (Proposed Geometries) Growth Rate (1) Peak Season = Buildout Year = Years = 4.24% 1.00 2008 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT IT Thru RT LT Thru RT LT Thru RT Existing Volume (2/11/03) 71 551 270 258 1148 187 248 997 270 314 535 110 Peak Season Volume 71 551 270 258 1,148 187 248 997 270 314 535 110 Background 87 678 332 318 1,413 230 305 1,227 332 386 658 135 Spine Road Diversion (4) (14) (17) 28 (28) (8) (17) (19) (9) 14 % Residential Traffic 6% 10% 1% 0% 10% 0"/0 0% 1% 6% 1% 1% 0% % Commercial Traffic 13% 12% 1% 0% 12% 0% 0% 0% 13% 1% 0% 0% Residential Traffic 17 28 3 0 5 0 0 3 3 1 1 0 Commercial Traffic 13 12 1 0 21 0 0 0 22 2 0 0 Total 112 704 319 346 1,411 230 305 1,222 341 369 649 149 Critical Volume Analysis No. of lanes 2 3 I 1 2 I 3 I 1 2 I 3 1 2 I 3 I 1 Approach Volume 1,135 1,987 1,868 1,167 Per lane Volume 56 235 319 173 471 230 153 408 341 185 217 149 % Turns from excl. lanes 10% 62% 28% 17% 71% 12% 16% 65% 18% 32% 56% 13% E/W Effective 'i!/c - - - - - - - 0.34 - - 0.17 - North-South Critical NB l T + SB TH = 527 SB LT + NB TH = 408 East-West Critical EB LT + WB TH = 370 WB LT + EB TH = 593 Maximum Critical Sum 527 + 593 - 1,120 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound IT Thru RT LT Thru RT IT Thru RT LT Thru RT Existing Volume (2/11/03) 436 1538 459 144 1071 201 305 529 234 580 1111 254 Peak Season Volume 436 1,538 459 144 1,071 201 305 529 234 580 1,111 254 Background 537 1,893 565 177 1,318 247 375 651 288 714 1,367 313 Total Major Projects 0 0 0 0 0 0 0 0 0 0 0 0 Spine Road Diversion (27) (38) (28) 26 (26) 1 (14) (36) (0) 38 % Residential Traffic 6% 10% 1% 0% 1 0"/0 0% 0% 1% 6% 1% 1% 0% % Commercial Traffic 13% 12% 1% 0% 12% 0"/0 0% 0"/0 13% 1% 0% 0"--' Residential Traffic 7 12 1 0 25 0 0 2 15 2 1 0 Commercial Traffic 67 62 5 0 56 0 0 0 61 5 0 0 Total 585 1929 543 203 1373 247 375 654 350 685 1368 351 Critical Volume Analysis No. of lanes 2 I 3 I 1 2 I 3 I 1 2 3 I 1 2 3 I 1 Approach Volume 3057 1..823 1,379 2,404 Per lane Volume 293 643 543 102 458 247 188 218 350 343 456 351 % Turns from excl. lanes 19% 63% 18% 11% 75% 14% 27% 47% 25% 28% 57% 15% E/W Effective 'i!/c - - - - - - - 0.13 - - 0.3 - North-South Critical NB l T + SB TH = 751 SB IT + NB TH = 745 East-West Critical EB LT + WB TH = 644 WB LT + EB TH = 561 Maximum Critical Sum 751 + 644 - 1,395 STATUS? NEAR 12/16/2004 14:53 INTERSECTION ANALYSIS SHEET WINCHESTER GATEWAY BOULEVARD @ SPINE ROAD (Existing Geometrics) Growth Rate = Peak Season = Buildout Year = Years = 4.24% 1.00 2008 4 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound IT Thru RT LT Thru RT LT Thru RT LT Thru RT Existin!: Volume (02/04/04) 11 0 24 23 0 16 13 1540 28 22 936 5 Peak Season Volume 11 0 24 23 0 16 13 1,540 28 22 936 5 Background 13 0 28 27 0 19 15 1,818 33 26 1,105 6 % Residential Traffic 1% 0% 21% 0% 0% 0% 0% 0% 1% 21% 0% 0% % Commercial Traffic 1% 0% 14% 0% 0% 0% 0% 0% 1% 14% 0% 0% Residential Traffic 3 0 59 0 0 0 0 0 1 11 0 0 Commercial Traffic 1 0 26 0 0 0 0 0 1 26 0 0 Total 17 0 113 27 0 19 15 1,818 35 63 1,105 6 Critical Volume Analysis No. of lanes I 1 I 1 <0 1 1 I < 0 1 2 I 1 1 I 2 I 1 PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existin!: Volume (02/04/04) 43 0 19 5 0 22 24 1109 27 44 1674 15 Peak Season Volume 43 0 19 5 0 22 24 1,109 27 44 1,674 15 Background 51 0 22 6 0 26 28 1,309 32 52 1,976 18 % Residential Traffic 1% 0% 21% 0% 0% 0% 0% O"fi, 1% 21% 0% O"fi, % Commercial Traffic 1% 0% 14% 0% 0% 0% O"fi, 0% 1% 14% 0% 0% Residential Traffic 1 0 27 0 0 0 0 0 3 55 0 0 Commercial Traffic 5 0 68 0 0 0 0 0 5 68 0 0 Total 57 0 117 6 0 26 28 1,309 39 175 1976 18 Critical Volume Analysis No. of lanes I 1 I 1 < 0 I 1 I 1 <0 1 2 I 1 I 1 I 2 1 12/16/2004 14:53 INTERSECTION ANALYSIS SHEET WINCHESTER GATEWAY BOULEVARD @ PARK RIDGE BOULEVARD (Existing Geometries) Growth Rate = Peak Season = Buildout Year = Years = 4.24% 1.03 2008 4 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound lT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (08/27/03) 24 0 58 3 1 5 102 1390 16 47 893 63 Peak Season Volume 25 0 60 3 1 5 105 1,432 16 48 920 65 Background 29 0 71 4 1 6 124 1,690 19 57 1,086 77 % Residential Traffic 0% 0% 0% 0% 0% 0% 0% 21% 0% 0% 21% 0% % Commercial Traffic 0% 0% 0% 0% 0% 0% 0% 14% 0% 0% 14% 0% Residential Traffic 0 0 0 0 0 0 0 59 0 0 11 0 Commercial Traffic 0 0 0 0 0 0 0 14 0 0 26 0 Total 29 0 71 4 1 6 124 1,762 19 57 1,123 77 Critical Volume Analysis No. of lanes I 1 I 1 I < 0 I 1 1 <0 1 I 3 I 1 I 1 I 3 <0 PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound IT Thru RT IT Thru RT LT Thru RT LT Thru RT Existing Volume (08/27/03) 49 0 27 4 0 3 3 873 36 27 1610 0 Peak Season Volume 50 0 28 4 0 3 3 899 37 28 1,658 0 Background 60 0 33 5 0 4 4 1,062 44 33 1,958 0 % Residential Traffic 0% 0% 0% 0% 0% 0% 0",,(, 21% 0",,(, 0% 21% 0% % Commercial Traffic 0% 0% 0% 0% 0% 0% 0% 14% 0% 0% 14% 0% Residential Traffic 0 0 0 0 0 0 0 27 0 0 55 0 Commercial Traffic 0 0 0 0 0 0 0 73 0 0 68 0 Total 60 0 33 5 0 4 4 1 162 44 33 2081 0 Critical Volume Analysis No. of lanes I 1 I 1 I < 0 I 1 I 1 I < 0 I 1 I 3 I 1 I 1 3 I <0 12/16/2004 15:()(} INTERSECTION ANALYSIS SHEET WINCHESTER H IGf.{ GATEWAY BOULEVARD @~RIDGE BOULEVARD (Existing Geometries) Growth Rate = Peak Season = Buildout Year = Years = 4.24% 1.00 2008 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT IT Thru RT IT Thru RT Existing Volume (02/11/03) 50 20 131 312 58 110 181 1185 93 189 751 239 Peak Season Volume 50 20 131 312 58 110 181 1,185 93 189 751 239 Background 62 25 161 384 71 135 223 1,458 114 233 924 294 % Residential Traffic 0% 0% 0% 0% 0% 1% 1% 14% 0% 0% 14% 0% % Commercial Traffic 0% 0% 0% 0% 0% 2% 2% 9% 0% O"ft, 9% O"ft, Residential Traffic 0 0 0 0 0 1 3 39 0 0 7 0 Commercial Traffic 0 0 0 0 0 4 2 9 0 0 17 0 Total 62 25 161 384 71 139 228 1,506 114 233 948 294 Critical Volume Analysis No. of lanes 1 2 T <0 I 1 I 2 I < 0 I 1 I 3 1 T 1 I 3 I 1 PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (02/11/03) 81 26 117 153 12 76 102 1096 42 82 1287 256 Peak Season Volume 81 26 117 153 12 76 102 1,096 42 82 1,287 256 Background 100 32 144 188 15 94 126 1,349 52 101 1,584 315 % Residential Traffic 0% 0% 0% 0% 0% 1% 1% 14% 0% O"ft, 14% 0% % Commercial Traffic O"ft, 0% 0% 0% 0% 2% 2% 9% 0% 0% 9% 0% Residential Traffic 0 0 0 0 0 3 1 18 0 0 37 0 Commercial Traffic 0 0 0 0 0 10 10 47 0 0 44 0 Total 100 32 144 188 15 106 138 1414 52 101 1665 315 Critical Volume Analysis No. of lanes I 1 I 2 I <0 I 1 I 2 I <0 I 1 I 3 1 I 1 I 3 I 1 12/16/2()(}4 15: 16 INTERSECTION ANALYSIS SHEET WINCHESTER GATEWAY BOULEVARD@ 1-95 (WESn (Existing Geometries) Growth Rate = Peak Season = Buildout Year = Years = 4.24% 1.00 2008 4 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT lT Thru RT lT Thru RT Existing Volume (05/26/04) 0 0 0 143 0 357 0 849 700 318 946 0 Peak Season Volume 0 0 0 143 0 357 0 849 700 318 946 0 Background 0 0 0 169 0 422 0 1,002 826 375 1,117 0 % Residential Traffic 0% O",.{, 0% 0% 0% 9% 0% 5% 0% 0% 5% 0% % Commercial Traffic 0% 0% 0% 0% 0% 4% 0% 5% 0% 0% 5% 0% Residential Traffic 0 0 0 0 0 5 0 14 0 0 3 0 Commercial Traffic 0 0 0 0 0 8 0 5 0 0 9 0 Total 0 0 0 169 0 434 0 1,021 826 375 1,129 0 PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT IT Thru RT LT Thru RT LT Thru RT Existing Volume (05/26/04) 0 0 0 265 0 503 0 700 1319 151 1192 0 Peak Season Volume 0 0 0 265 0 503 0 700 1,319 151 1,192 0 Background 0 0 0 313 0 594 0 826 1,557 178 1,407 0 % Residential Traffic 0% O",.{, 0% 0% 0% 9% 0% 5% 0% 0% 5% 0% % Commercial Traffic 0% 0% 0% 0% 0% 4% 0% 5% O",.{, 0% 5% 0% Residential Traffic 0 0 0 0 0 24 0 6 0 0 13 0 Commercial Traffic 0 0 0 0 0 19 0 26 0 0 24 0 Total 0 0 0 313 0 637 0 859 1 557 178 1 ,444 0 12/76/2004 15:19 INTERSECTION ANALYSIS SHEET WINCHESTER GATEWAY BOULEVARD @ 1-95 (EASn (Existing Geometries) Growth Rate = Peak Season = Buildout Year = Years = 4.24% 1.00 2008 4 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT lT Thru RT LT Thru RT Existing Volume (05/26/04) 426 0 94 0 0 0 379 591 0 0 795 203 Peak Season Volume 426 0 94 0 0 0 379 591 0 0 795 203 Background 503 0 111 0 0 0 447 698 0 0 939 240 % Residential Traffic 0% 0% 0% 0% 0% 0% 9% 5% 0% 0% 5% 0% % Commercial Traffic 0% 0% 0% 0% 0% 0% 4% 5% 0% 0% 5% 0% Residential Traffic 0 0 0 0 0 0 25 14 0 0 3 0 Commercial Traffic 0 0 0 0 0 0 4 5 0 0 9 0 Total 503 0 111 0 0 0 476 717 0 0 951 240 PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT IT Thru RT LT Thru RT LT Thru RT Existing Volume (05/26/04) 628 0 318 0 0 0 404 809 0 0 674 168 Peak Season Volume 628 0 318 0 0 0 404 809 0 0 674 168 Background 741 0 375 0 0 0 477 955 0 0 796 198 % Residential Traffic 0",.(, 0% 0",.(, 0% 0% 0% 9% 5% 0",.(, 0% 5% 0% % Commercial Traffic 0% 0% 0% 0% 0% 0% 4% 5% 0% 0",.(, 5% 0% Residential Traffic 0 0 0 0 0 0 12 6 0 0 13 0 Commercial Traffic 0 0 0 0 0 0 21 26 0 0 24 0 Total 741 0 375 0 0 0 509 988 0 0 833 198 12/16/2004 15:21 e e e .a.....". 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A).3tJso UTeSl e START a7oo-o9~o 09dt) - 1t<<;(J I~,,() - I ?tJl!) /9tJlJ - ~kJo ~/()~ - I) 7eJ(] WF..F.KnA Y gw. 2-J /-J .1-1 1-/ J=A~tr WEEKRNn AND SPECI6I., START DIAL JJ8fXJ-~ /-/ :0'JtJ - t)~ . R~6 --... o CKT , 10 be on durin, coordinatioa: I-MAX RECALL 2=M.\X 2 _CONTROLLER; NOTES: 1E3~OG/" TIMED BY; Gary Hill MPROVEDBY: Gid Jeed1.gunta. Atti'. G~(} 03,-()I. ../); , ---7' CYC~ LENnTU . SEe ~ /.fO /2~ - SETI'INos M'/) Am /J/fII PER. DIAl. DIAL-l DIAlr~ . DIAL-] DJAld DIAL-5 DJAL.6 OFFSET. I ~ I'=-- ~~ END PERM I -'Ai.. oS Cs FOkCE-OFF 1. k/ A~r -& /7 1(/1 v fORCE-ofF 2 E14 .I" ~ 2B ~ FOkCE-oF'F 3 ~t,-r 17 ~I I? </ fORCE-oFF.. 6A 1..1 ..&-. ~ 4bJ fORCE-QfF 5 .G11L,/ -'fL IS I~./ FORCE.()FF 6 /tIJ3Jy .il ~ -M! - - FORCE.OFF 7 ..9;/" -L:L /5 I~J _ORCE-oFF .--l:Ii1:1J. .:liL tjO .37 PED NOT COVERED Special Fcatures~ g ~ ,.J i ~ ~ ~ ~ ~ ~ ~ Q 8 ~ i w ~ Irl C &: .a Q > ~ ~ ;.. ~ tal ~ 0( It ~ ~ e; gO !: ~ 'Of U ~ tal ~ ~ ~ z c z ; - ,. ~ E > rn !~ -- 0- W 0 a; ~1 ~ l -- ~ ~ l~ 1 .. 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OIAL 07:00 ~ 09:()Q 2-1 09:()Q - 16:00 1-1 16:00 - 19:00 ].1 19:00 - 21:00 1.' 21:00 -07:00 FREE DIAl '. ,'. .:- , ..';', . o/~~~;(~~T!t~~~9:';:;~~f;:\f:;:.('~r?:? ~FF$f:t,~r2 ::"'.~::~/~~'<r-:', ., ....; . ,'" - ~N.~:~~~~.~)r::~;~~~Z: ....;:"':,.::i' ::- r.~~~fj);.: ::'~ :~;:;'::;.';'}~i;:;~~;:"~"'?~\:" '~~~;Ji)~:.~~ ;-;~~!~.0~\~J~':~~;1~i;::' fQ!~~t.~t::' ,:~f~;':::~~,':~~;,?d:;~';:. f~q:~,;~)~~~ :li}l.:::~r~:f:'{)?I?:~'~ .~~~~~.~r~~ ~r{~Yf~:'~~'~~~!i~': ~~~6~i~\ SYSTEM TIMING SHEET :mm~~:~:: TRAHSYT 11180 El 'l IHTERSEdfcjN , 43870 ~m~~V~J 3195 .' .' .'. ..TOO'SCHEDULER , '.~~T~RDAY - TIME 'OIAL 0':00 - 20:00 1.1 20:00 - 08:00 TIM~PUJtS ". 1 .Z' 3 120 130 120 30 35 12 05 05 05 30 14 27 18 17 27 34 42 28 18 17 18 fQ~~OfF,;;6~~)~~',:.~." :~,',g:'::,:~;.. >;':~,~::-;~~!: ~~R.Ci.~!b~~~;~. iif;'/. :,;:;:~;;;:..k::;:'~/~2: (. f9~~(~~';~j.~~ ~ f.4:~>~t~~~~~i~~.~~'..~;';7~.~{ ~f;.~"~~;.~:~'.:~~..~~:.~~~~.:...;~:',v~:;::.\"~ ~'::?/~ '':"'.~' .....~. 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