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CONCURRENCY TRAFFIC IMPACT ANALYSIS (REV 2-7-2005) KnOLLWOOD GROVES COnCURREncy TRAFFIC IMPACT AnALYSIS Prepared for D.R. HORTOn PinDER TROUTMAn conSULTinG. Inc. 2324 South Congress Avenue. SUite 1 H West Palm Beach. FL 33406 (561) 434-1644 I. {j #PTC04-214 September 28. 2004 Revised February 2. 2005 D. KNOLLWOOD GROVES CONCURRENCY TRAFFIC IMPACT ANALYSIS Introduction Pinder Troutman Consulting, Inc. has been retained to conduct a traffic impact analysis for a proposed 146 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, of the 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 135, the Test 1 radius of development influence is two (2) miles. The Test 2 radius of development influence is one (1) mile. Report04-214 2-2-05 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 2-2-05 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. Report04-214 2-2-05 3 u ~ -' :;;: e<: f0- r e<: < '= -' ~ SITE o <: o e<: UJ U Z UJ e<: ~ <: -' KNOLLWOOD GROVES L..- GATEWAY BOULEVARD u NTS. LANTANA ROAD HYPOLUXO ROAD MINER ROAD 0 ~ <: 0 lf1 e<: ~ UJ l) 0 e<: I g I UJ ::l Z UJ ~ Vl Vl UJ e<: l) Z o u 02/01/05 04-214 EXHIBIT 1 PROJECT LOCATION ~ Exhibit 2 Knollwood Groves Trip Generation #PTC04-214 2/1/2005 trips camp 04-214 2-1-05jo Page 1 of 1 Existing Daily land Use Intensity Trip Generation Rate Total Trips Nursarv (Wholesale) 36.18 Acres 4.5 /OU 163 Totals: 36.18 Acres 163 Proposed Daily land Use Intensity Trip Generation Rate Total Trips Residential Sinl!:le Family 146 Ou 1 0 /DU 1,460 Totals: 146 Du 1,460 Net New Trips I 1,2971 Existing AM Peak Hour Total Trips land Use Intensity T rip Generation Rate In Out Total Nursarv (Wholesale) 36.18 Acres 0.26 /OU (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 Sinl!:le Family 146 Ou T =0.70(X)+9.43(25/75) 28 84 112 Totals: 146 Ou 28 84 112 Net New Trips ~I 1031 Existing PM Peak Hour Total Trips land Use Intensity Trip Generation Rate In Out Total Nursarv (Wholesale) 36.18 Acres 0.45 /OU (50/50) 8 8 16 Totals: 36.18 Acres 8 8 16 Proposed PM Peak Hour Total Trios land Use Intensity Trip Generation Rate In Out Total Residential Sinl!:le Family 146 Ou ln m = 0.90ln (X)+0.53(63/37) 95 56 151 T Olals: 146 Du 95 56 151 NetNewTrips~ 1351 (1) Source: Article 13, Fair Share Road Impact Fees, of the Palm Beach County Unified Land Development Code (ULOC). u u N.T.S. LANTANA ROAD 0 < 0 e<: UJ U Z UJ e<: 70k ~ <: -' 50k 2% 100/0 150k HYPOLUXO ROAD ~ 1% 300k ~ 10% 0 <: 0 lf1 e<: 0'\ UJ ..!. l) 200/0 100k 0 ii< I MINER ROAD g I SITE 50% w -' ::l <: z e<: UJ f- 50% 10% ~ 1% ~ <: ~ '= '" -' l) ~ z 15% 150k 25% 0 u 40k GATEWAY BOULEVARD 100/0 10% 100k 02/01/05 04-214 KNOLLWOOD GROVES EXHIBIT 3A PROJECT TRAFFIC DISTRIBUTION ~ #PTC04-214 2/1 /2005 Project Assign 04-214 2-1-OSjo Exhibit 38 Knollwood Groves Project Traffic Assignment Proiect Traffic Total lOSD Existing 135 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 Conl!.ress Avenue 6lD 15% 20 0.43% 4680 Miner Road lawrence Road to Conl!:ress Avenue 2l 20% 27 1.85% 1460 Congress Avenue to Hil!:h Ridge Road 2l 10% 14 0.96% 1460 Jog Road to Military Trail 4lD 4% 5 0.16% 3110 Gateway Boulevard Military Trail to Lawrence Road 6lD 15% 20 0.43% 4680 lawrence Road to Conl!:ress Avenue 6lD 25% 34 0.73% 4680 Conl!:ress Avenue to Hil!:h Ridl!:e Road 6LD 15% 20 0.43% 4680 lantana Road to Hypoluxo Road '. 6LD 7% 9 0.19% 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 Bouleyard to Old Boynton Road 6LD 4% 5 0.11% 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% 68 2.31% 2950 Site to Gateway Boulevard 5l 50% 68 2.31% 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 Bouleyard 6lD 10% 14 0.30% 4680 Gateway Boulevard to Old Boynton Road 6lD 10% 14 0.30% 4680 ~ 0 Ll'l ~ .--"0 NLl'lO ~9~ o'"7".!:: UNN I-~ a...- 'll::N ~ o ~ ~ o ~ ..... ..... ..... ..... ..... ..... ..... ..... .L:. n:l n:l n:l n:l n:l n:l n:l n:l ~ ~ (]) (]) (]) (]) (]) (]) (]) (]) <:<: <:<:<: <:<: <: 0 n:l ..... ell:: ** * * * * * * lJ 0-> '<:t T'""" T'""" M -.0 Lf'l ....... 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'" M on 00 '0 00 .... ..... ..... 0\ o - M ..... ~ ..., ,...: '0 N 00 ..... o 00 M - ~ e .~ ~ .... o u:I o VI .... ~ f2 a:l a:l ::> ::> ..J ..J U U ~ ~ o 0 ,.., on VI 'VI -0 -0 ..., ..., co (-<) '" 0- M (-<) .... ..... 00 m 00 '" M N .... on 'VI ~ o N .... \0 M l- I- 0\ 00 .. ;> -< ~ ~ OIl s:: o U '- o ~ o on ..... o o (-<) \() \() o .... '" .... C> M ..... .... \0 on .... on ~ oci C> on '" .... 00 C> - -0 ~ as C as E as ...J '- o V1 o o on ~ :I: u ~ ;z UJ o <( :J: 00 '" \() .... co N ... Q <:) - '" l)I: = g,. -0 .... '" .... ~ ~ '" 0\ '" o .... W -I CD j ;( > c( ~ o z ~ z ::> o o n U) w a: ~ z w ~ z c( -J co ..... on VI ~ N \0 o .... t- o .... o .... o. N o -0 ~ o X :3 "0 Q. .... ::x: '- o II) o o on -0 ~ os "0 .. ..>t os ...J '- o Z o m (-<) ~ :I: u Z ~ Z L1J o -< :I: ~ :I: u Z ~ Z u:I o -< ::x: ~ <:) <:) N ~ c:> '- '" .D E '" ;> Q Z -;, III "0 on ... :s .c Eo- -0 \0 \0 ..... \0 .... \0 on Approved Project Traffic Volumes REM. TRAFAC VOLUMES - YEAR: 2009 Change year here to match year of counts used -> 2004 PK HRIPK OtH TRAFFIC 80"" " O.ily PM PI( AM PM - From To T out Rem. Tn 2.JNAY NBlEB SBIWB NBlEB SBIWB K...... NR 2003 lOO'll. 323 29 5 7 15 14 T ..... .23 29 . 7 ,. 14 Gateway 61 MilrtaryTrail Lawrenco Rd Kerekes NR 2003 100% 258 23 12 11 TolllIs 25ll 23 12 11 Hypoluxo Road Military Trail Lawrence Rd Ny. R 2002 35" 480 47 28 6 15 32 Ctllmu R 2008 lOO'll. 2._ 166 43 52 82 84 lantern Key R 2004 ...... 243 17 10 3 6 11 HypJHv PUD R 2004 lOO'll. 466 45 26 9 16 29 Catony Club R 2003 40% 243 22 15 3 7 15 Comntv Com NR 2006 lOO'll. 1.306 102 20 30 49 53 Grove Plaza NR 1997 lOO'll. 766 62 25 22 31 31 Hypoluxo Sq NR 2003 lOO'll. 1,194 94 21 26 48 46 Okesn OUR NR 2006 100% 956 137 30 65 89 48 Rea. TotaIa '.- 297 122 73 120 171 NR foWl; 4.222 :I1l5 .. '" 217 178 Double Count Reduction '....1 '591 "91 1151 125) '341 T_. 7,018 B32 1.. 201 318 314 Hypoluxo Road Lawrence Rd Con~ress Ave Ny. R 2002 36% 308 30 '8 4 10 20 Chimu R 2008 lOO'll. 768 62 16 19 31 31 Lantern Key R 2004 40% 156 10 6 2 3 6 Colony Club R 2003 40% 160 14 9 2 4 9 HyplHv PUD R 2004 100% 411 40 23 8 14 26 Comnty Com NR 2006 100% 760 58 12 17 28 30 Grove P182B NR 1997 100% 1,149 92 33 37 46 46 Hypoluxo Sq NR 2003 lOO'll. 573 45 10 12 23 22 Okean OfIR NR 2006 100% 518 74 16 35 48 26 RH. Total. 1.7V3 155 72 34 82 93 NR Totals 2.... a9 71 101 145 124 Double Count ReducUon f3591 f311 "41 f7I "21 "9) T_. 4,_ 39' 128 128 195 198 Lawrence Rd Lantana Rd Hypoluxo Rd Comnty Com NR 2006 lOO'll. 175 14 4 3 7 7 Chlmu R 2008 lOO'll. 696 56 18 15 28 28 Ny. R 2002 35" 234 23 13 3 7 15 Grove Plaza NR 1997 lOO'll. 1,293 104 37 42 52 52 Hypoluxo Sq NR 2003 100% 239 19 4 5 10 9 Okean OflR NR 2006 100% 159 23 5 11 15 8 Dahlj:Jren R 2003 30% 56 6 4 1 2 4 RH. Totala 985 .. 3. 19 37 48 NR Totals 1._ 180 50 81 IW 78 Double Count Reduction fl971 (17) (71 f41 f7I (10) T_. 2,.... 228 78 78 114 114 Lawrence Rd Hypoluxo Rd Miner Road Okesn OUR NR 2006 100% 239 34 18 7 12 22 DahlQren R 2003 3O'l(, 258 29 17 5 10 19 Ny. R 2002 35" 148 14 2 8 10 5 Grove Plaza NR 1997 lOO'll. 1,580 128 51 45 64 64 Totals 2,225 20. .. .. 9. 110 ""-- WoabIghI: Rd_ L.IM IdilRd bIl HIgen R8ndl_ Jog ~ lycns RdbllwMn SA eo... F1nlIfHil Bt\Id.IIld AInm Rd ~ ForaI HilBtYd IIld SR 7 AppnIwdPl'lljldTIlIIIic01.1.05 _'/J1D5 P8g11 G'1 INTERSECTION ANALYSIS SHEET KNOLL WOOD 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 LT Thru RT lT 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 Backl!:round 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% O~1o 5~b 00/0 0% 0% 10% 15% 00/ O~b 10 Direction out out out in in in in in in in in in Project Traffic 8 4 12 0 1 0 0 0 2 3 0 0 Total 315 354 383 177 196 213 358 1,779 371 211 1,249 266 Critical Volume Analysis No. of lanes 1 2 I 1 1 1 :! 1 1 3 I 1 1 3 1 ADDroach Volume 1,052 586 2,508 1,726 Per lane Volume 315 177 383 177 98 213 358 593 371 211 417 266 % Turns from excl. lanes 30% 34% 36% 30% 33% 36% 14% 71% 15% 12% 72% 15% E!W Effective dc - - - - . - - 0.46 - - 0.32 - North-South Critical NB l T + SB TH = 413 SB LT + NB TH = 354 East-West Critical EB l T + WB TH = 775 WB l T + EB TH = 804 Maximum Critical Sum 413 + 804 = 1,217 STATUS? NEAR PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT IT Thru RT IT 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 Backeround 376 309 163 134 278 125 196 1,256 331 204 1,570 195 Approved Major Projec.ts 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 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 T 2 I 1 1 3 I 1 1 I 3 1 Approach Volume 862 541 1 792 1982 Per lane Volume 381 156 170 134 141 125 196 419 340 217 524 195 % Turns from exd. lanes 44% 36% 20% 25% 52% 23% 11% 70% 19% 11% 79% 10% E!W Effective e7c - - - - - - - 0.31 - - 0.39 - North-South Critical NB l T + SB TH = 522 SB LT + NB TH = 290 East-West Critical EB LT + WB TH = 720 WB LT + EB TH = 636 Maximum Critical Sum 522 + 720 = 1,242 STATUS? NEAR 2/1/2005 16:51 INTERSECTION ANALYSIS SHEET KNOLL WOOD GROVES HYPOLUXO ROAD @ LAWRENCE ROAD Growth Rate = Peak Season = Buildout Year = Years = 1.000/0 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 Existin~ 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 Backl!.round 269 307 326 156 171 187 314 1,562 324 183 1,096 233 Approved Major Projects 25 29 31 'P 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% 50/0 15% 0% 5% 00' 0% 0% 10% 15% 00/ 0% 70 /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 3 0 0 Total 302 340 369 179 197 215 342 1,703 356 202 1,189 253 Critical Volume Analysis No. of lanes 1 I 2 1 1 2 I 1 1 I 3 1 1 I 3 1 Aooroach Volume 1,011 591 2,401 1,644 Per lane Volume 302 170 369 179 99 215 342 568 356 202 397 253 0/0 Turns from excl. lanes 300/0 340/0 360/0 300/0 330/0 360/0 140/0 710/0 150/0 120/0 720/0 150/0 EJW Effective we - - - - - - - 0.46 - - 0.31 - North-South Critical NB LT + SB TH = 401 SB LT + NB TH = 349 East-West Critical EB l T + 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 Baekl!.round 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 0/0 Project Traffic 100/0 50/0 150/0 00/0 50/0 00/0 00/0 00/0 100/0 150/0 00/0 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 377 308 168 147 307 135 207 1.327 358 213 1 536 191 Critical Volume Analysis No. of lanes 1 I 2 I 1 1 2 I 1 1 I 3 I 1 1 3 I 1 Aooroach Volume 853 589 1892 1940 Per lane Volume 377 154 168 147 154 135 207 443 358 213 512 191 0/0 Turns from excl. lanes 440/0 360/0 200/0 25% 52% 23% 110/0 700/0 190/0 110/0 790/0 10% E/W Effective~c - - - - - - - 0.33 - - 0.38 - North-South Critical NB l T + SB TH = 531 SB LT + NB TH = 301 East-West Critical EB l T + WB TH = 719 WB LT + EB TH = 656 Maximum Critical Sum 531 + 719 = 1,250 STATUS? NEAR 2/1/2005 16:51 INTERSECTION ANALYSIS SHEET 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 Traffic 0% 10% 0% 25% 10% 15% 15% 0% 0% 00' 0% 25% 70 Direction in in in out out out in in in in in in Project Traffic 0 2 0 20 8 12 3 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 1 1 I 3 I <0 1 I 3 I <0 Approach 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% EJW Effective gfc - - - - - - - 0.31 - - 0.26 - North-South Critical NB l T + SB TH = 294 SB l T + NB TH = 453 East-West Critical EB LT + WB TH = 446 WB L T + EB TH = 461 Maximum Critical Sum 453 + 461 = 914 STATUS? UNDER i PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound IT Thru RT LT Thru RT LT Thru RT IT 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 Traffic 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 T 2 I 1 1 I 2 I 1 1 3 <0 1 I 3 I <0 Approach Volume 977 994 1045 1705 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% EfW Effective flic - - - - - - - 0.23 - - 0.38 - North-South Critical NB LT + SB TH = 455 SB LT + NB TH = 539 East-West Critical EB LT + WB TH = 621 WB LT + EB TH = 583 Maximum Critical Sum 539 + 621 = 1,160 STATUS? UNDER 2/1/2(}{]5 16:59 INTERSECTION ANALYSIS SHEET 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 Backl!:round+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 Maior Projects 0 0 0 0 0 0 0 0 0 0 0 0 0/0 Project Traffic 0% 10% 0% 25% 10% 15% 15~~ 0% 0% O~~ 0% 25% Direction in in in out out out in in in in in in Project Traffic 0 2 0 20 8 12 3 0 0 0 0 6 Total 84 311 238 334 464 224 214 946 89 190 649 260 Critical Volume Analysis No. of lanes 1 2 1 1 I 2 I 1 1 3 <0 1 I 3 <0 Approach Volume 633 1,022 1,249 1,099 Per lane Volume 84 156 238 334 232 224 214 345 n/a 190 303 n/a % Turns from excl. lanes 13% 49% 38% 33% 45% 22% 17% 76% 0% 17% 59% 0% E/W Effective 'i!/c - - - - - - - 0.31 - - 0.27 - North-South Critical NB LT + SB TH = 316 SB LT + NB TH = 490 East-West Critical EB LT + WB TH = 507 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 Backl!:round+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% 1 0"/0 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 1339 261 Critical Volume Analysis No. of lanes 1 I 2 I 1 1 2 1 1 3 I <0 1 I 3 <0 Approach Volume 1.112 1003 1.175 1940 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% E/W Effective 'i!/c - - - - - - - 0.23 - - 0.39 - North-South Critical NB LT + SB TH = 484 SB LT + NB TH = 575 East-West Critical EB LT + WB TH = 705 WB LT + EB TH = 662 Maximum Critical Sum 575 + 705 = 1,280 STATUS? 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