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TRAFFIC IMPACT ANALYSIS (MAY 2005) " K"OLLWOOD GROVES CO"CORRE"CY TRAFFIC IMPACT A"ALYSIS Prepared for D. R. HORTOH PIHDER TROOTMAH COHSOL TIHG. IHC. 2324 Sooth Congress Avenae. SUite 1 H West Palm Beach. FL 33406 (561) 434-1644 /~/ ,1 JfM.[/ I,u/;- ',t \ D7 VV tlt~l j\ 1 AJdr~a M, Troutman, P,E. FloIida ~gistration #45409 #PTC04-214 September 28. 2004 Revised Febraary 2. 2005 Revised May 1 3. 2005 fDj KNOllWOOD GROVES CONCURRENCY TRAFFIC IMPACT ANALYSIS Introduction Pinder Troutman Consulting, Inc. has been retained to conduct a traffic impact analysis for a proposed 150 single family residential development within the City of Boynton Beach. The purpose of this study is to determine if the proposed development meets the requirements of Article 12, Traffic Performance Standards, ofthe Palm Beach County Unified Land Development Code (ULDC). Site Data The site is located on the west side of Lawrence Road just south of Miner Road as shown on Exhibit 1. Access to the proposed project is via one (1) driveway connection to Lawrence Road. Year 2009 conditions were examined for this analysis. Existing (2004) Traffic Conditions The 2004 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. Project Traffic Trip Generation The daily, AM and PM trip generation rates used for this project are from Article 13, Fair Share Road Impact Fees, of the Palm Beach County ULDC. 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 138, the Test 1 radius of development influence is two (2) miles, The Test 2 radius of development influence is one (1) mile. Report04-2145-13-05 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. Exhibit 3B 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 (FY 2005-2009) from the MPO of Palm Beach County, adopted May 2004, and the Palm Beach County Five Year Road Program, adopted December 2004. Hypoluxo Road from Jog Road to Military Trail is scheduled for construction to six (6) lanes in Fiscal Year 2006. 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. 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. 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 Lawrence Road with Hypoluxo Road and Gateway Boulevard were analyzed Report 04-214 5-13-05 2 and are included in Appendix C. All intersections are projected to operate at the adopted standards 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. All of the links are projected to operate at the adopted two-way peak hour standard, 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. There are no Test 2 deficiencies within the one (1) mile radius; therefore, the requirements of Test 2 are met. Driveway Volumes AM and PM peak hour project driveway volumes are provided on Exhibit 7, Conclusions This analysis shows that the proposed development meets all of the requirements of the Traffic Performance Standards of Palm Beach County. Report 04-214 5-13-05 3 u u ~ ..J <C '" r- >- '" <C r- :::i ::?: SITE KNOLLWOOD GROVES o <C o '" w U Z w '" ~ <C ..J GATEWAY BOULEVARD LANTANA ROAD HYPOLUXO ROAD MINER ROAD w ::> z w > <C V'J V'J W '" c.J Z o U NTS. 0 ~ <C 0 Lf) '" 0"> w ..!. c.J 0 '" :r: Q :r: 02/01/05 04-214 EXHIBIT 1 PROJECT LOCATION ~ Exhibit 2 Knollwood Groves Trip Generation #PTC04-214 5/12/2005 trips comp 04-214 5-12-05jo Page 1 of 1 Existing Daily land Use Intensity Trip Generation Rate Total Trips Nursary (Wholesale) 36.18 Acres 4.5 /DU 163 Totals: 36.18 Acres 163 Proposed Daily land Use Intensity Trip Generation Rate Total Trips Residential Single Family 1 50 Du 10 /DU 1,500 Totals: 150 Du 1,500 Net New Trips I 1/3371 Existing AM Peak Hour Total Trips land Use Intensity Trip Generation Rate In Out Total Nursary (Wholesale) 36.18 Acres 0.26 /DU (50/50) 5 5 9 Totals: 36.18 Acres 5 5 9 Proposed AM Peak Hour Total Trips land Use Intensity Trip Generation Rate In Out Total Residential Single Family 150 Du T =0.70(X)+9.43(25/75) 29 86 114 Totals: 150 Du 29 86 114 Net New Trips ~ 1051 Existing PM Peak Hour Total Trips land Use Intensity Trip Generation Rate In Out Total Nursary (Wholesale) 36.18 Acres 0.45 /DU (50/50) 8 8 16 Totals: 36.18 Acres 8 8 16 Proposed PM Peak Hour Total Trips land Use Intensity Trip Generation Rate In Out Total Residential Single Family 1 50 Du ln m = 0.90ln (X)+0.53(63/37) 97 57 154 Totals: 150 Du 97 57 154 NetNewTrips~ 1381 (1) Source: Article 13, Fair Share Road Impact Fees, of the Palm Beach County Unified land Development Code (UlDC). u u N.T.S. LANTANA ROAD 0 <( 0 ~ w U Z w ~ 7% ~ <( ....J 5% 2% 1 OOJ'o 15OJ'o HYPOLUXO ROAD ~ 1 oJ'o 300J'o ~ 10% 0 <( 0 L!'l ~ 0:' w lJ 20% 0 10% 02 J: MINER ROAD g J: SITE 50% w ....J ::> <: z ~ w .... 50% 1 OOJ'o > 1 oJ'o & <( tIl ;:: tIl w :::; ot. lJ ::E z 15% 15OJ'o 25% 0 u 4% GATEWAY BOULEVARD 1 OOJ'o 10% 1 OOJ'o 02/01/05 04-214 KNOLLWOOD GROVES EXHIBIT 3A PROJECT TRAFFIC DISTRIBUTION ~ #PTC04-214 5/12/2005 Project Assign 04-2145-12-05jo Exhibit 3 B Knollwood Groves Project Traffic Assignment Project T rafflc Total LOSD Existing 138 Peak Hour Project Service Roadway Link Lanes %Dist Trips Impact Volume Jog Road to Military Trail 4LD 2% 3 0.10% 3110 Hypoluxo Road Military Trail to Lawrence Road 6LD 10% 14 0.30% 4680 Lawrence Road to Congress Avenue 6LD 15% 21 0.45% 4680 Miner Road Lawrence Road to Congress Avenue 2L 20% 28 1.92% 1460 Congress Avenue to High Ridge Road 2L 10% 14 0.96% 1460 Jog Road to Military Trail 4LD 4% 6 0.19% 3110 Gateway Boulevard Military Trail to Lawrence Road 6LD 15% 21 0.45% 4680 Lawrence Road to Congress Avenue 6LD 25% 35 0.75% 4680 Congress Avenue to High Ridge Road 6LD 15% 21 0.45% 4680 Lantana Road to Hypoluxo Road 6LD 7% 10 0.21% 4680 Military Trail Hypoluxo Road to Le Chalet Blvd 6LD 1% 1 0.02% 4680 Le Chalet Blvd to Gateway Boulevard 6LD 1% 1 0.02% 4680 Gateway Boulevard to Old Boynton Road 6LD 4% 6 0.13% 4680 Lantana Road to Hypoluxo Road 2L 5% 7 0.48% 1460 Hypoluxo Road to Miner Road 5L 30% 41 1.39% 2950 Lawrence Road Miner Road to Site 5L 50% 69 2.34% 2950 Site to Gateway Boulevard 5L 50% 69 2.34% 2950 Gateway Boulevard to Old Boynton Road 5L 10% 14 0.47% 2950 Hypoluxo Road to Miner Road 6LD 10% 14 0.30% 4680 Congress Avenue Miner Road to Gateway Boulevard 6LD 10% 14 0.30% 4680 Gateway Boulevard to Old Boynton Road 6LD 10% 14 0.30% 4680 <<:t o L1'l ,- .~o N L1'lO .,t- '7' N ,- --.. 0 , ,- u NN r- <<:t Cl... 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'" '" o 'V '" ('<) o N t- t- '" "" ('<) "" t?- oO o '" \0 ('<) 00 o "'0 tX '" c '" <: '" ....l '- o CI'J o o '" ~ ::I: U ~ Z LI.l o <: ::r: 00 \0 '" 'V \0 t- \0 I:- 'V 'V '0 o. o. o ~ '" '" V> "$. - .,..j '" o 'V - I:- o I:- o -0 ~ o x .2 o Co ;." ::I: '- o 00 o o '" ~ ::I: U Z ~ Z LI.l o -< ::I: \Q \0 \0 ~ ClO N ... <:> <:> - ... ~ CIl "" W -! CD c{ -! ;( > < I- o Z I- Z ::J o (.) II (I) W ~ I- Z W ~ Z < -! m t- o. M o -0 tX as ~ ., .>t <!3 ....l '- o Z o .., ('<) ~ ::I: U Z ~ Z UJ o -< ::r: ...,. <:> <:> N ..; <:> J,. ... ~ E ... ;.- o Z .; as "t:l '" J,. =' -= Eo- \0 'V \0 V> Approved Project Traffic Volumes REM. TRAFFIC VOLUMES - YEAR: 2009 Change year here to match year of counts used -> 2004 PK HRfPK DIR TRAFFIC Build % Dally PM PK AM PM 51.... from To Pro T Out Rem. T,' 2-WAY NBIEB SB/WB NB/ES S8IWB Kerekes NR 2003 100% 323 29 5 7 15 '4 T etals 323 29 5 7 15 14 Gateway 81 Military Trail Lawrence Rd Kerekes NR 2003 100% 259 23 '2 11 Totals 259 23 12 " Hypoluxo Road Military Trail Lawrence Rd Nyo R 2002 35% 480 47 29 6 15 32 Chimu R 2008 100% 2,064 '86 43 52 82 84 lantern Key R 2004 40% 243 17 10 3 6 " HyP/Hv PUD R 2004 100% 466 45 26 9 16 29 Colony Club R 2003 40% 243 22 15 3 7 '5 Comntv Com NR 2008 100% 1,306 102 20 30 49 53 Grove Plaza NR 1997 100% 786 82 25 22 3' 31 HYPoluxo Sq NR 2003 100% 1,194 94 2' 26 48 48 Okean OfIR NR 2006 100% 986 137 30 85 89 48 Res. Total. 3,496 297 122 73 126 171 NR Totals 4,222 395 96 143 217 178 Double Count Reduction (699) (59) (19) (15) (25) (34) Totals 7,018 632 199 201 316 314 Hypoluxo Road Lawrence Rd Congress Ave Nyo R 2002 35% 308 30 18 4 10 20 Chimu R 2008 100% 766 62 16 19 3' 31 Lantern Key R 2004 40% 186 10 6 2 3 6 Colony Club R 2003 40% 150 14 9 2 4 9 Hyp/Hv PUO R 2004 100% 4" 40 23 8 14 26 Comntv Com NR 2008 100% 750 58 12 17 28 30 Grove Plaza NR 1997 100% 1,149 92 33 37 46 46 HYPoluxo Sq NR 2003 100% 573 45 10 12 23 22 Okean OfIR NR 2008 100% 518 74 16 35 48 26 Rea. Totals 1.793 155 72 34 82 93 NR Totals 2,990 269 71 101 145 124 Double Count Reduction (359) (31) (14) (7) (12) (19) T atals 4,424 393 126 128 195 198 Lawrence Rd Lantana Rd HVpoluxo Rd Comnty Com NR 2008 100% 175 14 4 3 7 7 Chimu R 2008 100% 696 86 18 15 26 28 Nyo R 2002 35% 234 23 13 3 7 15 Grove Plaza NR 1997 100% 1,293 '04 37 42 52 52 HVpoluxo SQ NR 2003 100% 239 19 4 5 10 9 Okean Of/R NR 2006 100% 159 23 5 11 15 8 DahlQren R 2003 30% 86 6 4 1 2 4 Rea. Totals 985 85 35 19 37 .. NR Total. 1,886 180 50 61 84 76 Double Count Reduction (197) (17) (7) (4) (7) (10) Total. 2,654 226 78 76 "4 "4 Lawrence Rd HvpolUxo Rd Miner Road Okean OflR NR 2006 100% 239 34 16 7 12 22 Dahlgren R 2003 30% 258 29 17 5 10 19 Nyo R 2002 35% 148 14 2 8 10 5 Grove Plaza NR 1997 100% 1,580 128 51 45 64 64 Total. 2,225 205 85 .. 95 "0 Aswmes Woolbright Rd and lakfllda Rd bel Hagen Ranch and Jog Assumes Lyon$ Rd between SR 80 and Forest HlIJ Blvd. and Piefson Rd between Forem Hill Btvd and SR 7 Approved PfojeetTraflic:01-1-05 UpcIaled1/3J05 PIIllll1o(1 INTERSECTION ANALYSIS SHH.. KNOLLWOOD GROVES HYPOLUXO ROAD @ LAWRENCE ROAD Growth Rate = Peak Season = Buildout Year = Years = 3,67% 1.00 2009 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT IT Thru RT IT Thru RT IT Thru RT Existing Volume (03/18/04) 256 292 310 148 163 178 299 1486 308 174 1043 222 Peak Season Volume 256 292 310 148 163 178 299 1,486 308 174 1,043 222 Background 307 350 371 177 195 213 358 1,779 369 208 1,249 266 Approved Major Projects 0 0 0 0 0 0 0 0 0 0 0 0 Total Major Projects 0 0 0 0 0 0 0 0 0 0 0 0 % Project Traffic 10% 5% 15% 0% 5% 0% 0% 0% 10% 15% 0% 0% Direction out out out in in in in in in in in in Project Traffic 8 4 12 0 1 0 0 0 2 4 0 0 Total 315 354 383 177 196 213 358 1,779 371 212 1,249 266 Critical Volume Analysis No. of lanes 1 2 I 1 1 2 1 1 I 3 1 1 I 3 1 Approach Volume 1,052 586 2,508 1,727 Per lane Volume 315 177 383 177 98 213 358 593 371 212 417 266 % T ums from excl. lanes 30% 34% 36% 30% 33% 36% 14% 71% 15% 12% 72% 15% E/W Effective WC - - - - - - - 0.46 - - 0.31 - North-South Critical NB LT + SB TH = 413 SB l T + NB TH = 354 East-West Critical EB l T + WB TH = 775 WB l T + EB TH = 805 Maximum Critical Sum 413 + 805 - 1,218 STATUS? NEAR PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT IT Thru RT IT Thru RT IT Thru RT Existing Volume (03/18/04) 314 258 136 112 232 104 164 1049 276 170 1311 163 Peak Season Volume 314 258 136 112 232 104 164 1,049 276 170 1,311 163 Background 376 309 163 134 278 125 196 1,256 331 204 1,570 195 Approved Major Projects 0 0 0 0 0 0 0 0 0 0 0 0 Total Major Projects 0 0 0 0 0 0 0 0 0 0 0 0 % Project Traffic 10% 5% 15% 0% 5% 0% 0% 0"/0 1 0"/0 15% 0"/0 0% Direction out out out in in in in in in in in in Project Traffic 5 2 7 0 4 0 0 0 9 13 0 0 Total 381 311 170 134 282 125 196 1.256 340 217 1,570 195 Critical Volume Analysis No. of Lanes 1 2 I 1 1 I 2 I 1 1 I 3 I 1 1 I 3 I 1 Aooroach Volume 862 541 1,792 1,982 Per Lane Volume 381 156 170 134 141 125 196 419 340 217 524 195 % Turns from excl. Lanes 44% 36% 20% 25% 52% 23% 11% 70% 19% 11% 79% 10% E/W Effective wc - - - - - - - 0.31 - - 0.39 - North-South Critical NB L T + SB TH - 522 SB l T + NB TH - 290 East-West Critical EB L T + WB TH - 720 WB LT + EB TH = 636 Maximum Critical Sum 522 + 720 - 1,242 STATUS? NEAR 5/12/200516:07 INTERSECTION ANALYSIS SHEl KNOLL WOOD GROVES HYPOLUXO ROAD @ LAWRENCE ROAD Growth Rate = Peak Season = BuildoutYear = Years = 1 .00% 1.00 2009 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (03/18/04) 256 292 310 148 163 178 299 1486 308 174 1043 222 Peak Season Volume 256 292 310 148 163 178 299 1,486 308 174 1,043 222 Background 269 307 326 156 171 187 314 1,562 324 183 1,096 233 Approved Major Projects 25 29 31 23 25 28 28 141 29 15 93 20 Total Major Projects 25 29 31 23 25 28 28 141 29 15 93 20 % Project Traffic 10% 5% 15% 0% 5% 0% 0% 0% 10% 15% 0% 0% Direction out out out in in in in in in in in in Project T rafflc 8 4 12 0 1 0 0 0 2 4 0 0 Total 302 340 369 179 198 215 342 1,703 356 202 1,189 253 Critical Volume Analysis No. of Lanes 1 2 I 1 1 I 2 1 1 I 3 I 1 1 3 1 Approach Volume 1,011 592 2,401 1,644 Per Lane Volume 302 170 369 179 99 215 342 568 356 202 397 253 % Turns from excl. Lanes 30% 34% 36% 30% 33% 36% 14% 71 % 1 5% 12% 72% 15% E/W Effective gfc - - - - - - - 0.46 - - 0.31 - North-South Critical NB LT + SB TH = 401 SB L T + NB TH = 349 East-West Critical EB LT + WB TH = 739 WB LT + EB TH = 770 Maximum Critical Sum 401 + 770 - 1,171 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (03/18/04) 314 258 136 112 232 104 164 1049 276 170 1311 163 Peak Season Volume 314 258 136 112 232 104 164 1,049 276 170 1,311 163 Background 330 271 143 118 244 109 172 1,103 290 179 1,378 171 Approved Major Projects 42 35 18 29 59 26 35 224 59 20 158 20 Total Major Projects 42 35 18 29 59 26 35 224 59 20 158 20 % Project T raffle 1 0"/0 5% 15% 0% 5% 0% 0% 0% 1 0"/0 15% 0"/0 0% Direction out out out in in in in in in in in in Project T raffle 5 2 7 0 4 0 0 0 9 13 0 0 Total 377 308 169 147 307 135 207 1.327 358 213 1,536 191 Critical Volume Analysis No. of Lanes 1 I 2 I 1 1 I 2 I 1 1 I 3 I 1 1 3 I 1 Aporoach Volume 854 589 1,892 1,940 Per Lane Volume 377 154 169 147 154 135 207 443 358 213 512 191 % Turns from excl. Lanes 44% 36% 20% 25% 52% 23% 11% 70% 19% 11% 79% 10% E/W Effective g/c - - - - - - - 0.33 - - 0.38 - North-South Critical NB LT + SB TH - 531 SB LT + NB TH - 301 East-West Critical EB LT + WB TH - 719 WB LT + EB TH = 656 Maximum Critical Sum 531 + 719 - 1,250 STATUS? NEAR 5/12/200516:07 INTERSECTION ANALYSIS SHEE , KNOLL WOOD GROVES GATEWAY BOULEVARD @) LAWRENCE ROAD Growth Rate = Peak Season = Buildout Year = Years = 3.67% 1.00 2009 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (04/07/04) 70 258 199 262 381 177 176 790 74 159 542 212 Peak Season Volume 70 258 199 262 381 177 176 790 74 159 542 212 Background +Commited 84 309 238 314 456 212 211 946 89 190 649 254 Approved Major Projects 0 0 0 0 0 0 0 0 0 0 0 0 Total Major Projects 0 0 0 0 0 0 0 0 0 0 0 0 % Project Traffic 0% 10% 0% 25% 10% 15% 15% 0% 0% 0% 0% 25% Direction in in in out out out in in in in in in Project Traffic 0 2 0 20 8 12 4 0 0 0 0 6 Total 84 311 238 334 464 224 215 946 89 190 649 260 Critical Volume Analysis No. of Lanes 1 2 I 1 1 2 I 1 1 3 I <0 1 I 3 I <0 Approach Volume 633 1,022 1,250 1,099 Per Lane Volume 84 156 238 334 232 224 215 345 n/a 190 303 n/a % Turns from excl. Lanes 13% 49% 38% 33% 45% 22% 17% 76% 0% 17% 59% 0% EIW Effective gfc - - - - - - - 0.31 - - 0.27 - North-South Critical NB LT + sB TH = 316 sB LT+ NBTH = 490 East-West Critical EB LT + WB TH = 508 WB L T + EB TH = 525 Maximum Critical Sum 490 + 525 = 1,015 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (04/07/04) 181 455 285 239 442 137 140 717 113 284 1118 200 Peak Season Volume 181 455 285 239 442 137 140 717 113 284 1,118 200 Background + Commited 217 545 341 286 529 164 168 859 135 340 1,339 239 Approved Major Projects 0 0 0 0 0 0 0 0 0 0 0 0 Total Major Projects 0 0 0 0 0 0 0 0 0 0 0 0 % Project Traffic 0% 10% 0% 25% 10% 15% 15% 0% 0% 0% 0% 25% Direction in in in out out out in in in in in in Project Traffic 0 9 0 12 5 7 13 0 0 0 0 22 Total 217 554 341 298 534 171 181 859 135 340 1,339 261 Critical Volume Analysis No. of Lanes 1 I 2 I 1 1 I 2 I 1 1 I 3 <0 1 I 3 I <0 Approach Volume 1,112 1,003 1,175 1,940 Per Lane Volume 217 277 341 298 267 171 181 332 n/a 340 534 n/a % Turns from excl. Lanes 20% 50% 31% 30% 53% 17% 15% 73% 0% 18% 69% 0% EIW Effective gfc - - - - - - - 0.23 - - 0.39 - North-South Critical NB LT + sB TH - 484 sB LT + NB TH - 575 East-West Critical EB L T + WB TH - 705 WB LT + EB TH = 662 Maximum Critical Sum 575 + 705 = 1,280 STATUS? NEAR 5/12/200516.-10 INTERSECTION ANALYSIS SHEE I KNOLL WOOD GROVES GATEWAY BOULEVARD @ LAWRENCE ROAD Growth Rate = Peak Season = Buildout Year = Years = 1.00% 1.00 2009 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (04/07/04) 70 258 199 262 381 177 176 790 74 159 542 212 Peak Season Volume 70 258 199 262 381 177 176 790 74 159 542 212 Background 74 271 209 275 400 186 185 830 78 167 570 223 Approved Major Projects 0 0 0 21 31 14 1 3 0 0 0 0 Total Major Projects 0 0 0 21 31 14 1 3 0 0 0 0 % Project Trafflc 0% 10% 0% 25% 10% 15% 15% 0% 0% 0% 0% 25% Direction in in in out out out in in in in in in Project T raffle 0 2 0 20 8 12 4 0 0 0 0 6 Total 74 273 209 316 439 212 189 833 78 167 570 229 Critical Volume Analysis No. of Lanes 1 2 I 1 1 2 I 1 1 I 3 <0 1 I 3 <0 ADD roach Volume 556 967 1,100 966 Per Lane Volume 74 137 209 316 220 212 189 304 n/a 167 267 n/a % Turns from excl. Lanes 13% 49% 38% 33% 45% 22% 17% 76% 0% 17% 59% 0% E/W Effective rdc - - - - - - - 0.31 - - 0.26 - North-South Critical NB LT + SB TH = 294 SB L T + NB TH = 453 East-West Critical EB L T + WB TH = 446 WB L T + EB TH = 461 Maximum Critical Sum 453 + 461 = 914 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (04/07/04) 181 455 285 239 442 137 140 717 113 284 1118 200 Peak Season Volume 181 455 285 239 442 137 140 717 113 284 1,118 200 Background 190 478 300 251 465 144 147 754 119 298 1,175 210 Approved Major Projects 0 0 0 32 59 18 2 9 1 0 0 0 Total Major Projects 0 0 0 32 59 18 2 9 1 0 0 0 % Project Traffic 0% 10% 0% 25% 10% 15% 15% 0% 0% 0% 0% 25% Direction in in in out out out in in in in in in Project T raffle 0 9 0 12 5 7 13 0 0 0 0 22 Total 190 487 300 295 529 170 162 763 120 298 1 175 232 Critical Volume Analysis No. of Lanes 1 I 2 I 1 1 I 2 I 1 1 3 <0 1 I 3 I <0 Aooroach Volume 977 994 1,045 1,705 Per Lane Volume 190 244 300 295 265 170 162 295 n/a 298 469 n/a % Turns from excl. Lanes 19% 50% 31% 30% 53% 17% 16% 73% 0% 17% 69% 0% E/W Effective fI/c - - - - - - - 0.23 - - 0.38 - North-South Critical NB LT + SB TH - 455 SB LT+NBTH 539 East-West Critical EB L T + WB TH - 621 WB L T + EB TH - 583 Maximum Critical Sum 539 + 621 = 1,160 STATUS? UNDER 5/1)/200516:10 ...J ;:!: o .... ~ <C !: ::J a::: J: .... ~ .... ...J ~ .... a::: <C en ::J a::: J: .... <C en .... ...J <C en .... a::: <C w ::J a::: J: .... <C w ~ <C w .... a::: <C z ::J a::: J: .... <C Z .... ...J <C Z w .... <C C a::: J: ::.::: <C w a.. U) z ~ !:!! z o ~ <C o o ...J 'D M 0\ V) t- """ N - o 0 t- M M 0\ """ V) - o N 00 V) o 0 o 0 o 0 00 0 _ 0\ - M 00 t- 'D - o N - o N """ N M o o l::::! 0\ - -- V) o '? 00 o 2, '? t- O -0 0:: :a ... Q) 1; :r: <<l -0 0:: o >: ~ '0 Q.. &' o 'D V) 'D """ """ o 00 o - M o o N -- 0\ - -- V) V) ?: M - . V) ?: N - -0 0:: :a ... 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C'l - -0 0::: bJl o -, t;j 'a5 ~ ~ <l) t;j o C'l M - V) V) - o 00 V) r- OO '<:t o M M o o C'l N N -- '<:t o o 00 - o '? r- - -0 0::: bJl o -, t;j 'a5 ~ <l) t;j o o 0\ r- 0\ '<:t r- M M r- 00 00 0 - - 0 '" C'l r- r- M V) V) M - - '<:t - V) V) - C'l C'l V) C'l 0 C'l '<:t '" r- '" C'l - C'l 0 '" '<:t C'l C'l o o '" N '" - M '<:t C'l 00 r- '<:t C'l 00 C'l - o o C'l o ~ V) - 00 '9 V) - r:-: o -0 0::: <l) u =: ~ ....l t;j 'a5 ~ ~ <l) t;j o '<:t - o - C'l '" C'l C'l 0\ r- 0\ C'l 00 '<:t - - o o C'l -- o - N - o o 00 - o o r:-: - -0 0::: <l) u =: ~ ....l t;j 'a5 ~ ~ ~ o o - o - M M M '<:t '<:t M r- - - o r- 0\ - r- r- '" 0 r- '<:t - - 0\ V) 0\ 00 - C'l 00 V) V) V) C'l '<:t o - r- 00 - C'l 0 - 0 C'l C'l C'l '<:t V) 0\ V) - r- r- - - 00 M C'l '" C'l '<:t o o !:::! r- :;;: V) - 00 '9 V) - r- o -0 0::: <l) u =: ~ ....l t;j 'a5 ~ ~ <l) t;j o 00 - - - '<:t 00 N r- M - C'l '<:t '<:t 0\ M C'l '<:t o o !:::! r- :;;: o o 00 - o '? r- - -0 0::: <l) u =: ~ ....l t;j 'a5 ~ <l) t;j o M 00 0\ '<:t r- OO C'l r- OO M '" 00 - o r- - o - 00 V) V) '" '<:t C'l 00 00 N C'l o M M o - 00 V) r- - - 0\ M - o o S M ;:::; V) - 00 '9 V) - r:-: o .... f-< E ~ t;j 'a5 ~ ~ <l) t;j o C'l '<:t M V) r- '" - C'l '" M r- - - - '" N C'l r- V) - o '" C'l 0\ V) '<:t V) C'l '<:t r- M N - '" - '<:t 00 0\ r- M M - o o !:::! - S o '? 00 - o o r:-: - ,:: E ~ t;j 'a5 ~ ~ ~ o .,. '" N '" - M 0\ r- - - o '<:t o N o r- 0\ - o 00 '" V) M 0\ - o o o - o o !:::! r- N -- 00 V) '<:t r:-: o .;, '<:t ..a o 'a5 <l) bJl -0 ~ ..><: ~ ~ t;j 'a5 ..... '" ~ <l) t;j o '" C'l 00 - '<:t 0\ o - r- o C'l 0\ o '" '<:t - o r- OO '" r- 0\ o o o - o o !:::! r- C'l -- 00 o <;: V) - o o <;: :!; 'a5 <l) bJl -0 ~ ..><: ~ ~ t;j 'a5 ~ <l) t;j o C'l o '" C'l '" - o 0\ M - C'l o - 00 V) o '<:t N M '" M 0\ 00 r- '<:t V) M M o o !:::! r- C'l -- 00 o M 00 o o <;: r- o 'a5 <l) bJl -0 ~ ~ ~ t;j 'a5 ~ <l) t;j o 00 '" 00 - 00 00 o 00 0\ N 0\ - o V) C'l r- '<:t '" '<:t 00 M C'l '<:t M o 0\ C'l M o o !:::! r- N -- 00 V) ;l: M - , V) ;l: C'l - 'a5 <l) bJl -0 ~ ~ ~ t;j 'a5 ~ ~ <l) t;j o C'l M '" C'l '" M M r- oo M r- C'l o 0\ '<:t o o - '" - r- C'l M o '<:t M o o !:::! r- !:::! 00 o o 00 - o '? r- - 'a5 <l) bJl -0 ~ ..><: ~ ~ t;j 'a5 ~ ~ ~ o '<:t 00 M C'l '<:t C'l M M 0\ N V) 0\ - C'l C'l o 0\ - 00 '" N V) - V) - V) M '" '" '" C'l V) - C'l 00 - '<:t o o !:::! '<:t N -- V) o o 00 o o o r:-: o 'a5 - ell ~ U '" <l) r/1 t;j 'a5 ~ ~ <l) t;j o M '" 00 C'l '" o M 0\ 0\ '<:t 00 C'l M - r- - r- M V) N V) N o 0\ '<:t r- '<:t '" 00 - V) '" C'l '<:t C'l '<:t o o C'l :;;: !:::! V) o o 00 - o o r:-: - 'a5 - ell ~ g <l) r/1 t;j 'a5 ~ ~ ~ o 00 V) C'l o '" 0\ '<:t - o o o C'l C'l r- 0\ o ;:j o r- - M o o C'l :;;: - -- o - V) '<:t o - o V) ;l: 0\ o -0 0::: <l) ell ::l o .J:: ~ bJl ::l r/1 ~ t;j 'a5 .... o t;j o o V) V) o r- o C'l '<:t - o o o r- - r- 0\ - o M 0\ o C'l C'l M o o C'l -- '<:t - -- o - V) - r:-: - . 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