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TRAFFIC IMPACT ANALYSIS (9-28-2004) KHOLLWOOD GROVES COHCORREHCY TRAFFIC IMPACT AHAL YSIS Prepared for D.R. HORTOn PinDER TROUTMAn conSUL TlnCi. Inc. 2324 Soath Congress Avenae. Salte 1 H West Palm Beach. FL 33406 (561) 434-1644 I 1\ ~~\\Q\{ '\ K/ ';\yO) "- A~ M. T~tman, P.E. FloridaR~tration #45409 #PTC04-214 September 28. 2004 ~ KNOLLWOOD GROVES CONCURRENCY TRAFFIC IMPACT ANALYSIS Introduction Pinder Troutman Consulting, Inc. has been retained to conduct a traffic impact analysis for a proposed 140 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 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. 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 131, the Test 1 radius of development influence is two (2) miles. The Test 2 radius of development influence is one (1) mile. Report 04-214 9-28-04 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 ofthe Transportation Improvement Program (FY 2004-2008) from the MPO of Palm Beach County, adopted May 2003, and the Palm Beach County Five Year Road Program, adopted August 2003. 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. With the layering of both residential and non-residential committed development on the area roadways, a double counting of trips occurs. A methodology was utilized that examines a balancing of residential and non-residential traffic. As agreed with County staff for other areas, a 20% double counting factor of the lesser of residential or non-residential traffic has been applied. Report04-214 9-28-04 2 T raffle 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 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 9-28-04 3 o ~ ....J :;: oc f- r- oc < = ....J ~ SITE o < o oc ~ u z ~ oc 3: < ....J GATEWAY BOULEVARD o NTS. LANTANA ROAD HYPOLUXO ROAD o < o oc ~ MINER ROAD ~ U o 0; I g I lf1 (]) ...!. ~ :J Z ~ > < <f> ~ OC LJ Z o U 09/23/04 04-214 KNOLLWOOD GROVES EXHIBIT 1 PROJECT LOCATION ~ Exhibit 2 Knollwood Groves Trip Generation #PrC04-214 9/28/2004 trips romp 04-214 9-28-04 at.xls ",1of1 Existing Daily Land Use Intensity Trip Generation Rate T olalT rips Nursary (Wholesale) 30.68 kres 4.5 IOU 138 T olals: 30.68 kres 138 Proposed Daily T ri Generation Rate 10 IOU Tolal Tri 1,400 1,400 Net New Trips I 1 ,262 ~ Existing AM Peak Hour TotalTrips Land Use Intensity Trip Generation Rate In Out Tolal Nursary (Wholesale) 30.68 kres 0.26 IOU (50/50) 4 4 8 T olals: 30.68 kres 4 4 8 Proposed AM Peak Hour T olalT rips Land Use Intensity Trip Generation Rate In Out Total Residential SinJlle Family 140 Du T =0.70(X)+9.43(25175) 27 80 107 T olals: 140 Du 27 80 107 Net New Trips ~ 991 Existing PM Peak Hour T olal Trips Land Use Intensity Trip Generation Rate In Out Tolal Nursary (Wholesale) 30.68 kres 0.45 IOU (5O{50) 7 7 14 T olals: 30.68 IV:.res 7 7 14 Proposed PM Peak Hour T ola' Trips Land Use 'ntensity Trip Generation Rate 'n Out Tola' Residential SinJlle Family 140 Du In en = O.90ln (X)+0.53(63/37) 91 54 145 Totals: 140 Du 91 54 145 Net New Trips ~ 1311 (1) Source: Artide 13, Fair Share Road Impact Fees, of the Palm Beach County Unified land Dellelopment Code (ULOC). o o NTS. LANTANA ROAD Cl <( 0 '" w U Z w '" 70/0 ::: <( -' 5% 20/0 10% 15% HYPOLUXO ROAD ~ 10/0 30%> ~ 10%> Cl <( 0 !!l '" q> w tJ 200A> 10% Cl Q2 I MINER ROAD \2 I SITE 50% w == :J <( Z '" w >- 50% 1 00/0 ~ 10/0 ~ <( ~ >- ::::; '" tJ ~ z 15OA> 15OA> 25OA> 0 u 40/0 GATEWAY BOULEVARD 10% 10% 10% 09/23/04 04-214 KNOLLWOOD GROVES EXHIBIT 3A PROJECT TRAFFIC DISTRIBUTION ~ #PTC04-214 9/28/2004 Project Assign 04-214 9-23-04jo Exhibit 3B Knollwood Groves Project Traffic Assignment Proiect Traffic Total LOSD Existing 131 Peak Hour Project Service Roadway link Lanes % Dist Trips Impact Volume Jog Road to Militarv Trail 4LD 2% 3 0.10% 3110 Hypoluxo Road Military Trail to Lawrence Road 6LD 10% 13 0.28% 4680 Lawrence Road to Congress Avenue 6LD 15% 20 0.43% 4680 Miner Road Lawrence Road to Congress Avenue 2L 20% 26 1.78% 1460 Congress Avenue to High Ridge Road 2L 10% 13 0.89% 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 Congress Avenue 6LD 25% 33 0.71% 4680 Congress Avenue to High Ridge 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 Boulevard 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 Rnad 5L 30% 39 1.32% 2950 Lawrence Road Miner Road to Site 5L 50% 66 2.24% 2950 Site to Gateway Boulevard 5L 50% 66 2.24% 2950 Gateway Boulevard to Old Bovnton Road 5L 10% 13 0.44% 2950 Hypoluxo Road to Miner Road 6LD 10% 13 0.28% 4680 Congress Avenue Miner Road to Gateway Boulevard 6LD 10% 13 0.28% 4680 Gateway Boulevard to Old Boynton Road 6LD 10% 13 0.28% 4680 "<1"0"<1" ~ ~8 ..J-9~ OMM u<';l~ ~O'>O'> ~:! 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"- -0 _~ E: .D OJ L& ~< Xl Xl U) In 2a o o ~ ! 1400 40 (27) t 1 -<tI.O.... 40 12l) ~ + LEGEND 40 - AM PEAK HOUR (27) - PM PEAK HOUR 1400 - AADT KNOLLWOOD GROVES o <( o ~ UJ U Z UJ ~ S <( -' EXHIBIT 7 PROJECT DRIVEWAY VOLUMES N.T.5. ~ 09/23/04 04-214 ~ 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 .ro N/A Hour Totals S/A Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Mornin Afternoon Momin Afternoon Momin Afternoon 12:00 6 95 7 114 15 209 12:15 5 91 12 98 17 189 12:30 4 103 7 111 11 214 12:45 5 84 22 373 9 95 35 418 14 179 01:00 2 76 10 130 12 206 Ot: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 18 759 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 31 850 55 '. }if,~ 06:00 46 128 21 169 67 297 06:15 80 104 40 131 120 235 06:30 113 108 66 161 179 269 06:45 161 91 400 431 87 113 214 574 248 204 07:00 154 78 115 193 07:15 77 107 184 07:30 81 93 174 07:45 52 893 102 701 417 154 08:00 59 86 83 303 142 08:15 149 51 66 70 215 121 08:30 138 68 74 76 212 144 08:45 120 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 29 177 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.H.F. 0.839 0.833 0.843 0.962 0.922 0.948 JAMAR Technologies, Inc. Page 1 151 Keith Valley Road Harsham, PA 19044 Site Code: 4625 Change These in the Preferences Screen Station 10: GATEWAY BL.1000' WOF CONGRESS AVE Latitude: 0' 0.000 Undefined Start 11-Mar-03 EJA Hour Totals W/A Hour Totals Combined Totals lime Tue Momin Afternoon Momin!l Afternoon Momin Afternoon Momi Afternoon Momin 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 18 224 8 241 26 465 02:15 8 274 7 241 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 03:45 13 269 49 1213 13 244 38 974 26 513 04:00 17 304 12 266 29 570 04:15 15 350 14 246 29 596 04:30 18 367 25 246 43 613 04:45 18 353 68 1374 30 255 81 1013 48 60B 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 (fi92; 06:00 31 373 101 132 649 06:15 76. 307 145 255 221 562 06:30 102 371 221 244 323 615 06:45 131 252 340 1303 269 246 736 102.1 400 498 07:00 158 279 355 242 513 521 07:15 253 176 429 07:30 204 173 377 07:45 212 834 142 1490 733 354 08:00 201 146 347 08:15 60 190 326 118 486 308 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 97 368 274 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 10:1!) 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 11:30 168 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 07:15 05:00 Volume 858 1660 1495 1151 2353 2797 P.H.F. 0.894 0.961 0.930 0.966 0.932 0.970 """"' 8 9 ~N "" d, ~en en"" M o u :E '" .:: > '" o -a ~ "E E o u o d ll! ll! 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'" ?f- a ~ 00 c: .~ ::J o U OJ J5 ::J o o <ii .~ OJ -0 "in OJ 0<:: '" c.. ~ -0 c: ::J o ..0 ;S ::J o Ul S o I- '" c.. ~ >- '" 3 6 ~ l- S o I- Growth Rate = Peak Season = Buildout Year = Years = INTERSECTION ANALYSIS SHEET KNOllWOOD GROVES HYPOLUXO ROAD @ LAWRENCE ROAD 1.00% 1.00 2008 7 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (01/29/01) 291 196 174 183 126 165 189 1109 216 107 884 270 Peak Season Velume 291 196 174 183 126 165 189 1.Hl9 216 107 884 270 Baekl!found 312 210 187 196 135 177 203 1,189 232 115 948 289 Boynton Estates 0 3 0 12 7 8 3 0 0 0 0 5 Nye 1 0 0 0 0 1 4 13 4 0 3 0 Dahlwen 20 13 24 0 4 0 0 0 6 8 0 0 Colony Club 1 0 0 0 0 1 6 23 6 0 4 0 Community Commerce 15 0 0 0 0 7 7 30 15 0 29 0 Chimu 18 0 0 0 0 15 17 16 10 0 19 0 Grove Plaza 15 26 0 30 0 0 0 18 0 0 0 0 Hypol uxo Square 6 0 0 0 0 5 4 13 9 0 10 0 Okean Off/ R 16 0 0 0 0 11 5 16 7 0 35 0 Anderson Property 15 10 14 0 3 0 0 0 5 5 0 0 Total Major Projects 107 51 38 42 14 48 46 128 62 13 100 5 % Project T raffle 10% 5% 15% 0% 5% 0% 0% 0% 10% 15% 0% 0% OJ rection out out out in in in in in in in in in Project Traffic 12 6 18 0 2 0 0 0 4 6 0 0 Total 431 267 243 238 151 225 249 1,317 297 134 1,048 294 Critical Volume Analysis No. of lanes 1 I 2 I 1 1 I 2 I 1 1 3 I 1 1 I 3 I 1 Approach Volume 941 614 1,863 1,476 Per lane Volume 431 I 134 I 243 238 I 76 I 225 249 439 I 297 134 I 350 I 294 % Turns from excl. lanes 46% 28% I 26% 39% I 25% 1 37% 13% I 71% I 16% 9%1 71% 1 20% E!W Effective rYe - - I - - T - I - - I 0.37 I - - I 0.29 I - North-South Critical NB H + SB TH - 507 S8 l T + NB TH - 372 East-West Critical EB LT + WB TH - 599 WB l T + EB TH - 573 Maximum Critical Sum 507 + 599 - 1,106 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 (01/29/01) 192 199 84 137 157 116 149 948 204 158 1151 197 Peak Season Volume 192 199 84 137 157 116 149 948 204 158 1,151 197 Backl!round 206 213 90 147 168 124 160 1,016 219 169 1,234 211 Boynton Estates 0 9 0 8 5 6 10 0 0 0 0 15 Nye 4 0 0 0 0 4 2 7 2 0 15 0 Dahlgren 12 8 14 0 15 0 0 0 23 28 0 0 Colony Club 6 0 0 0 0 6 3 11 3 0 22 0 Community Commerce 29 0 0 0 0 22 16 96 55 0 68 0 Chimu 25 0 0 0 0 28 29 31 22 0 31 0 Grove Plaza 22 36 0 36 0 0 0 22 0 0 0 0 Hypoluxo Square 16 0 0 0 0 9 9 22 15 0 23 0 Okean Off/ R 12 0 0 0 0 8 15 48 22 0 26 0 Anderson Property 9 6 9 0 11 0 0 0 17 16 0 0 Total Major Projects 135 59 23 44 31 83 84 236 159 44 185 15 % 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 7 0 0 0 13 20 0 0 Total 348 276 125 191 205 207 244 1 252 391 233 1419 226 Critical Volume Analysis No. of lanes 1 I 2 1 1 2 I 1 1 I 3 1 1 3 I 1 APproach Volume 749 603 1887 1878 Per lane Volume 348 I 138 I 125 191 T 103 I 207 244 I 418 391 233 I 473 I 226 % Turns from excl. lanes 46% I 37% I 17% 32% I 34% I 34% 13% I 66% 1 21% 12% I 76% I 12% E/W Effective rYe - I - - I - - I 0.33 I - - 0.38 I North-South Critical NB LT + SB TH 451 SB LT + NBTH 329 East-West Critical EB LT + WB TH - 717 WB LT + EB TH - 651 Maximum Critical Sum 451 + 717 - 1,168 STATUS? UNDER 9/J3/J(J(J4 15,21 INTERSECTION ANALYSIS SHEET KNOllWOOD GROVES GATEWAY BOULEVARD@ LAWRENCE ROAD Growth Rate = Peak Season = Buildout Year = Years = 1.00% 1.00 2008 7 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existinl( Volume (12/10/01) 66 222 154 282 478 243 153 761 87 162 600 262 Peak Season Volume 66 222 154 282 478 243 153 761 87 162 600 262 Baekl!Tound 71 238 165 302 512 261 164 816 93 174 643 281 Boynton Estates 0 1 0 4 2 2 1 0 0 0 0 2 Nye 0 0 0 2 2 0 0 0 0 0 0 1 Oahlwen 0 1 0 6 3 2 1 0 0 0 0 2 Colony Club 0 0 0 3 3 0 0 0 0 0 0 1 Community Commerce 0 7 0 8 7 0 0 0 0 0 0 8 Chimu 0 9 0 5 5 0 0 0 0 0 0 9 Grove Plaza 0 15 0 13 14 9 11 0 0 0 0 15 Hypoluxo Square 0 3 0 4 5 0 0 0 0 0 0 3 Okean Off/ R 0 8 0 3 4 0 0 0 0 0 0 8 Anderson Property 0 1 0 4 3 1 0 0 0 0 0 1 Total Major Projects 0 45 0 52 47 14 12 0 0 0 0 49 % Project T raffle 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 4 0 29 12 18 6 0 0 0 0 10 Total 71 287 165 383 571 293 182 816 93 174 643 340 Critical Volume Analysis No. of Lanes 1 I 2 I 1 1 2 I 1 1 I 3 I <0 1 3 I <0 Aooroach Volume 523 1,247 1,091 1,157 Per Lane Volume 71 I 144 T 165 383 I 286 I 293 182 I 303 I n/a 174 I 328 I n/a % Turns from excl. Lanes 14% I 55% I 32% 31% I 46% I 23% 17% I 75% I 0% 15% I 56% I 0% EIW Effective rBe - I - I - - I - I - - I 0.27 I - - I 0.29 I - North-South Critical NB LT + SB TH = 357 SB LT + NB TH = 527 East-West Critical EB LT + WB TH - 500 WB LT + EB TH = 467 Maximum Critical Sum 527 + 500 - 1,027 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existinl( Volume (12/10/01) 127 405 251 148 297 92 135 720 108 262 1014 240 Peak Season Volume 127 405 251 148 297 92 135 720 108 262 1,014 240 BaekRround 136 434 269 159 318 99 145 772 116 281 1,087 257 Boynton Estates 0 2 0 3 1 1 2 0 0 0 0 5 Nye 0 2 0 1 1 0 0 0 0 0 0 2 Dahlwen 0 3 0 3 2 1 3 0 0 0 0 7 Colony Club 0 3 0 2 1 0 0 0 0 0 0 3 Community Commerce 0 14 0 28 27 0 0 0 0 0 0 15 Chimu 0 12 0 11 11 0 0 0 0 0 0 13 Grove Plaza 0 20 0 19 20 13 13 0 0 0 0 19 Hypoluxo Square 0 8 0 7 8 0 0 0 0 0 0 8 Okean Off/ R 0 6 0 11 11 0 0 0 0 0 0 6 Anderson Property 0 3 0 3 2 1 1 0 0 0 0 5 Total Major Projects 0 73 0 87 84 16 19 0 0 0 0 82 % Project T raffle 0% 10% 0% 25% 10% 15% 15% 0% 0% 0% 0% 25% Oi rection in in in out out out in in in in in in Project T raffle 0 13 0 19 8 12 20 0 0 0 0 33 Tolal 136 520 269 266 409 127 184 772 116 281 1087 372 Critical Volume Analysis No. of Lanes 1 I 2 I 1 1 2 I 1 1 I 3 I <0 1 I 3 I <0 Aooroach Volume 925 802 1072 1740 Per Lane Volume 136 I 260 I 269 266 I 205 I 127 184 I 2% I n/a 281 487 I n/a % Turns from excl. Lanes 15% I 56% I 29% 33% 51% 16% 17% I 72% 0% 16% 62% I 0% fJW Effective rzJe - I - I - - - I - - I 0.22 - 0.38 I - North-South Critical NB LT + SB TH 341 SB L T + NB TH 526 East-West Critical EB LT + WB TH 661 WB LT + EBTH 567 Maximum Critical Sum 526 + 661 = 1,187 STATUS? UNDER 912312004 75,76 .J c( t- o t- ~ c( 3: ::t a:: x ~ ~ !:i c( ~ ~ c( t/) ~ x ~ t/) t- .J oe( (/) ~ ~ ~ :x: S !:i i:i ~ c( z ii i 0- V> 0- '<t ClO N M '" t- ClO '" '" o t- N o ~ V> M N N t- O- 0- 0- ClO N V 01) 00 V N 0-. 01) V 0 M M o t- N M 0- 'OJ:) 01) ~ ~ - 01) 01) o 00 :! - r- N ~ '<t C> - - ClO t- V) ..., V) ~ - ..., t- oo 00 "<t" - t- ~ Z 00 V> N w ~ o 8 (::! - - M It: X ~ 0.. V> 00 q V> - t- .0 en % ;> ..( :z v .... bIl c:: o U ~ z o ~ o o ...I -;;; Cii ;.-, ... ~ v -;;; o o "<t" N - o 00 0() 0- 0 '" M M M M M N 0- V 0() \0 ClO 0- o - '" ClO 0 - - _ t- M - 00 M V) - o '" '" M V o 0() ~ 01) N 0- M M - - - V) t- o 00 0() 0- 00 v :! - o N M 8 t- o 0-. '" '<t '<t - o o (::! 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