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TRAFFIC IMPACT ANALYSIS (DEC 2005) ~=n Kimley-Horn and Associates, Inc, TRAFFIC IMPACT ANALYSIS j~ BOYNTON BEACH RETAIL SITE BOYNTON BEACH, FL Prepared for: Commerce Bank Mt. Laurel, New Jersey 042701013 December 2005 @Kimley-Hom and Associates, Inc. Engineering Business Number CA00000696 4431 Embarcadero Drive West Palm Beach, Florida 33407 561/845-0665 TEL 561/863-8175 FAX ;1 / I .....~(,~~r,ii , '. ~.,. .:. ",.. . \ I :. J Lorin R.e. Bris~~rt, '.E. . Florida Registratfon \Nnmber 56846 , ~ . /' i 1. i;') \J) - - ... - ,,. - - ... .. .. ... - - - ... .. ... - ...J ~ o l- I- 0::: ~ :J 0::: J: I- ~ I- ...J ~ I- 0::: 0( tJ) :J 0::: J: ~ tJ) !:i 0( tJ) I- 0::: 0( W :J 0::: J: ~ W I- ...J ~ ~ 0( Z :J 0::: J: I- 0( Z I- ...J 0( Z w ~ c w :E i= c;; - z ~ w - z o ~ (,) o ...J \Q 00 <"l <'I \Q \Q - '<t on \Q 00 0\ - - on \Q <"l <'I 00 '<t - <'I <'I r-- - <"l o '<t 0\ on - 0\ <"l <"l \Q on '<t o o <'I -.. <"l ~ - - on 00 9 on - r:.: o ~ ..... 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'<t o o "'i o '? <"l - "0 ~ b/) o .-. 1;j .... u '" = '8 ~ o ~ ~ "0 o o ~ l!l ~ 0\ 00 00 N V) o N <'I o o o <"l V) o r-- 0\ o - \0 o - o <"l o r-- \0 \0 <"l on on o o ~ ~ V) - 00 o I V) - r:.: o "0 ~ b/) o .-. 1;j ~ = .g oS .... .0 Q> -.; g ~ >. oS II) a .t: ~ 00 N <"l N o o o on '<t N - on V) - - \0 '<t o <"l <"l - o '<t N - - o - on o o ~ r-- ~ o '? 00 - , o o r:.: ~ b/) o .-. 1;j ~ = .S 1;j .... .0 Q> -.; g II) ~ II) a .t: II) \Q o \Q <"l - on o '<t \C <:1'\ .... Q r-- - ~ ~ t'il Q., - N 00 \Q - N '<t - <'I o on on <"l 0\ N on V) 00 '<t on o - o - on o on <"l on <"l on N '<t <"l \Q N '<t r-- '<t 00 <'I <'I '<t 00 0\ 00 '<t N - <"l <"l on \0 on <"l - o o N 2:; <'I N - o o ~ <:> ~ on ":I: 00 9 on '<t r:.: o on '<t r:.: - , on '<t -0 - .... E-< g ~ ~ g ~ 1;j "0 ~ ~ II) ..... oS ~ e ::l II) ~=~ Kimley-Horn and Associates, Inc. TABLE OF CONTENTS SECTION PAGE INTRODUCTION ......................................................................................... 1 INVENTORY AND PLANNING DATA.. ........................................... ................. 3 PROJECT TRAFFIC.............................................................................................. 4 Traffic Generation..................................................................................... 4 Traffic Distribution.................................................................................... 4 Traffic Assignment.................................................................................... 6 ASSURED AND PROGRAMMED CONSTRUCTION ....................................... 8 PART ONE -INTERSECTION ANALYSIS ....................................................... 9 PART TWO - LINK EVALUATION .................................................................10 Total Peak Hour....................................................................................... 10 Test 2 ........................ ......... ....... ..... ........... ......... ................ ....... ............... 12 DRIVEWAY CLASSIFICATION AND TURN LANE REQUIREMENTS ......13 CONCLUSION.................................................................................................... 15 APPENDICES .............. ................. .............. ........... ............. ... .... Following Page 15 042701013-1205 Pagei ~=~ Kimley-Horn and Associates, Inc. LIST OF FIGURES FiQure No. Title PaQe 1 Site Location Map ........................................................................2 2 Project Assignment...... ... ..................... .............. ................ ........... 7 3 Driveway Volumes ...................................................... ............... 14 LIST OF TABLES Table No. Title PaQe 1 Trip Generation............................................................................ 5 2 Peak Hour Traffic Link Analysis................................................ 11 042701013-1205 Pageii ~=~ Kimley-Horn and Associates, Inc. INTRODUCTION This analysis has been prepared to evaluate the traffic impacts resulting from a commercial retail land use and a drive-in bank land use proposed to be located on the north side of Boynton Beach Boulevard just west of Winchester Park Boulevard in Boynton Beach, Florida. The Palm Beach County Property Appraiser has assigned a parcel control number of PCN #08434530010040010 for the site. The proposed development plan includes 13,800 square feet of commercial retail land use and 4,100 square feet of drive-in bank land use. The location of the site is illustrated in Figure 1. Kimley-Hom and Associates, Inc. was retained to prepare a traffic impact analysis for the project. This document presents the methodology used and the findings of the traffic impact analysis. The analysis was conducted in accordance with the requirements of the Countywide Traffic Performance Standards of Palm Beach County. The analysis used current data available from Palm Beach County. A buildout year of 2008 was analyzed for the proposed development. 042701013-1205 Page 1 i ~ OlD BOYNTON RD. BOYNTON IlfIoCH BLVD. SITEc g m ~ ~ Ul WOOI.BRIGKT RD. S ~ Q Ii! GOlF RD. C ! Q a: ~ ~ PIPER'S GlEN BLVD. S GI .... ...... ~ FlAVOR PICf RD. i i lANTANA RD. 95 HYPOLUXO RD. ...J ~ ~ g ~ d I ~ a: :2 i ii! m :z: IIINER RD. GAlEWAY BLVD. ~ iJ ) IN. FIGURE 1 BOYNTON BEACH RETAIL SITE SITE LOCATION MAP NOT TO SCALE ~_n Kimley-Hom ~_L.] and Associates, Inc. . 042701013 I':\lM27\alDI~___ _ DooI1l.2IIIlI 1:_ ....__ ~=~ Kimley-Horn and Associates, Inc. INVENTORY AND PLANNING DA TA The data used in this analysis were obtained from Palm Beach County. The data included: · 2005 peak hour traffic volumes · 2003, 2004, and 2005 turning movement volumes · Historic traffic count data · Roadway geometrics Additional site information was supplied by Commerce Bank. 042701013-1205 Page 3 ~=~ - ,""' - Kimley-Horn and Associates, Inc. PROJECT TRAFFIC Traffic Generation The proposed development plan consists of the construction of 13,800 square feet of commercial retail land use and 4, 1 00 square feet of drive-in bank land use. The daily and peak hour traffic generation for the development was based upon trip generation rates published by and accepted by Palm Beach County. The proposed development is expected to generate 1,559 new external daily trips, 36 a.m. peak hour trips and 188 p.rn. peak hour trips with the p.rn. peak hour being the most adverse peak hour condition. Table I presents the proposed project's trip generation. Traffic Distribution Traffic distribution was determined from a review of the roadway network and travel time characteristics along with the various attractions. The distribution in the immediate vicinity of the project site according to cardinal direction is: NORTH SOUTH WEST EAST 25 percent 25 percent 35 percent 25 percent 042701013-1205 Page 4 TABLEt BOYNTON BEACH RETAIL TRIP GENERATION Land Use Intensity Dally AM Peak Hour PM Peak Hour Trips Total In Out Total In Out ProDOsed General Commercial 13,800 sq. ft. 1,900 14 9 5 169 81 88 Drive-In Bank 4,100 sq. ft. 1,087 51 29 22 188 94 94 Subtotal 2,987 65 38 27 357 175 182 Internal Caoture Daily AM PM General Commercial 4% 0% 3% 76 0 0 0 6 3 3 Drive-In Bank 6% 0% 3% 65 0 0 0 6 3 3 Subtotal 141 0 0 0 12 6 6 Pass-Bv Caoture General Commercial 44.80% 817 6 4 2 73 35 38 Drive-In Bank 46.00% 470 23 13 10 84 42 42 Subtotal 1,287 29 17 12 157 77 80 Net New Project Traffic Volumes 1,559 36 21 15 188 92 96 Driveway Volumes 2,846 65 38 27 345 169 176 Notes: Trip generation was calculated using the following data: Daily Traffic Generation General Commercial [P.RC.] = Ln(T) = 0.64 Ln(X) + 5.87 Drive-In Bank [P.B.e.] = T = 265.21 trips per 1,000 s.t: AM Peak Hour Traffic Generation General Commercial [P.Re.] = T = 1.03 trips per 1,000 s.t: (61 % in, 39% out) Drive-In Bank [P.RC.] = T = 12.34 trips per 1,000 s.t: (56% in, 44% out) PM Peak Hour Traffic Generation General Commercial [P.Re.] = Ln(T) = 0.66 Ln(X) + 3.40 (48% in, 52% out) Drive-In Bank [P.RC.] = T = 45.74 trips per 1,000 s.t: (50% in, 50% out) Pass-By Capture General Commercial [P.Re.] % = 45.1 - 0.0225(A) Drive-In Bank [P.RC.] 46% p: 1042 710101 31[boynton JetaiC 1 00405.x/s1trip ...Ken 12/1512005/4:24 ~_n Kimley-Hom ~_U and Associates, Inc. ~=~ Kimley-Horn and Associates, Inc. Traffic Assignment The distributed trips for the project in 2008 were assigned to the surrounding roadway network proposed to be in place in 2008, in terms of a.m. and p.m. peak hour external trips. Figure 2 illustrates the project assignment. Based upon the net traffic generation, it was determined that the maximum radius of development influence for Test I of the Traffic Performance Standards is two miles. The Test 2 maximum radius of influence is one mile. 042701013-1205 Page 6 lANTANA RD. Q II: o o ... HYPOLUXO RD. ...J i ~ Iii ~ ~ M ~ I t5 ~ 8 m 2 :z: IlINER RD. ~ ,.,., <r'" GATEWAY BLVD. ~ ~ " ~ <r'" """ It) 2% 4%; 2% 4% I 2% I ~ OlD BOYNTON RD. ~ SITE ~ 22% 13% co 23% <r'" 31% L_ en 22% BOYNTON IIEIoCH BLVD. / ~ ~ 59% <r'" " ~ CD 7% <r'" 1% 3% WOOI.BRIGKT RD. ~ ,.,., <r'" g GOlF RD. i ~ PIPER'S GlEN BLVD. GI FlAVOR PICf RD. i i 95 ~ iJ ) ~ en 8% ~ It) s ~ Q C> Q .~ ...... S ~ ~ FIGURE 2 BOYNTON BEACH RETAIL SITE PROJECT TRAFFIC ASSIGNMENT ..,.n Kimley-Hom ~.U and Associates, Inc. . 042701013 NOT TO SCALE ~ 4IW'M' ....... ~=~ ,"'" Kimley-Horn and Associates, Inc. ASSURED AND PROGRAMMED CONSTRUCTION A review was conducted of the Five-Year Plans of Palm Beach County and FDOT as well as of improvements committed by the developers of projects in the area. No committed improvements are set to take place on the impacted links through the next five years. 042701013-1205 Page 8 ~=~ Kimley-Horn and Associates, Inc. PART ONE -INTERSECTION ANAL YSIS An analysis was undertaken for major signalized intersections nearest to each link directly accessed and significantly impacted by the project. In this particular case, the intersections of Old Boynton Road & Winchester Park Boulevard, Boynton Beach Boulevard & Lawrence Road, and Boynton Beach Boulevard & Winchester Park Boulevard will be analyzed. The intersections were analyzed using the Critical Sum planning methodology as outlined in the 1985 Highway Capacity Manual (HCM) and provided for in Palm Beach County's Traffic Performance Standards. The intersections of Old Boynton Road & Winchester Park Boulevard and Boynton Beach Boulevard & Lawrence Road will satisfy the Critical Sum Analysis. However, the PM peak hour of Boynton Beach Boulevard & Winchester Park Boulevard does not satisfy the Critical Sum Analysis. Therefore, the intersection of Boynton Beach Boulevard & Winchester Park Boulevard will require additional analysis using Highway Capacity Software (HCS) Version 4.1e. The analysis using HCS reveals that the PM peak hour condition for the intersection of Boynton Beach Boulevard & Winchester Park Boulevard operates satisfactorily at a level of service 'D'. 042701013-1205 Page 9 ~=~ Kimley-Horn and Associates, Inc. PART TWO - LINK EVALUA TION Total Peak Hour A two-way peak hour link performance standard evaluation was undertaken for each link in the study area considering the total two-way peak hour traffic volume and the roadway laneage to be in place in 2008. Project traffic and total traffic for both a.m. and p.m. peak hours for two-way peak hour conditions are shown in Table 2. All project links are expected to meet the two- way a.m. and p.m. peak hour link level of service standards through 2008. Therefore, no further analysis is required on the project links. 042701013-1205 Page 10 ~ 1 ~ j If: ~ m " 5 ~ N i ~ i ~ ~ ~ ~ ~ ~ i!!! ~ '" e <c -=.. tlq ~ ~ ~ ~~1 . ..:l C) L: "13 "0 Jiil .. :: 13 "0 ~~i U= iii ,.~~ 0; :> .. ~ I ~ N~~ H! H .. ~ ~1~ .. . .! ! ~ . -Ii lj~ Ii ~ I! H ~ ~ ~ 1: ii t~ ..! 1l i .. ~ ~ ~ ~ s ~ N..... ..... 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'" '" ~ ~ ~ ~ ~ 0" 0 E ~ ~ d 0 0 00 ::: N * * { ~ ~ <> <> ... ... : : : .,." ." .... ~ ~ ~ ~ ~ <> <> ... ~ 00<> ~ ~ ~ ~ ..~ .... .... ~ ~ ~ ~ ~ b I .. ~ 1 C) ,;s 1 .. .. 'll .. 'i ,ll ! . of. ~ i ;!i .. ~ . is ~ ~ .. .. ~]~'ll ~] !i1,ll~ J; i~"J~~~.l\ ~~.~llf~ 5!~~iIlE i ~ ~ ~ ~ ~ ~ E ~ c:i 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ] .. 'i 1 ~ ~ j ! ~ 1 ~ ~ 1 f l' : ~ ~ P' o . ~ :;; .. :! ~ : ~ i .. . ~ ~ ~ ' l ~ o ~ ~ ~ Ji 2 " ~ J! II ~ II ~ ! t ~ ! .' i, J ~ . . i , ~=~ Kimley-Horn and Associates, Inc. Test 2 The total daily trip generation for this project is expected to be 1,559 daily trips. None of the roadway links adjacent to the site are included in the Test 2 list of deficient links. Therefore, the project meets the requirements for Test 2. 042701013-1205 Page 12 ~=~ Kimley-Horn and Associates, Inc. DRIVEWA Y CLASSIFICA TION AND TURN LANE REQUIREMENTS Driveway Classification According to the Palm Beach County "Guide Parking Lot and Street Access Design Criteria and Standards", it is necessary to classify project entrances as minor, intermediate, or major according to the following criteria: I. Minor - Provides for a maximum average daily traffic of 500. 2. Intermediate - Provides service for a maximum average daily traffic from 501 to 2000. 3. Major - Provides service for a maximum average daily traffic greater than 2,000. Using these criteria, the right-in/right-out driveway on Winchester Park Boulevard would be considered a minor driveway and the right-in/right-out driveway on Boynton Beach Boulevard would be classified as a major driveway. Turn Lane Requirements Figure 3 illustrates the proposed project's AM and PM peak hour volumes assigned to the project driveway. Palm Beach County access design standards require a left- turn lane when inbound peak hour left -turning traffic is 30 vehicles or more. A right- turn lane is required when inbound peak hour right-turning traffic is 75 vehicles or more. Consideration of these volumes with respect to the Palm Beach County access design standards results in the determination that a westbound right-turn lane is warranted on Boynton Beach Boulevard at the site entrance. No additional tum lanes are warranted. 042701013-1205 Page 13 ~ iJ ) NOT TO SCALE ~ I&........ ...... ....... ,-----------------------------------] ~ ~I ~ 5 (36)..1 I I I I I I I I I I I ----- -----~ Lu BOYNTON BEACH BLVD. SITE 124191 ,..., o ~ .... .......... <"l <"l ~ ~_34 (1..51) LEGEND 34 AM PEAK HOUR VOLUME (151) PM PEAK HOUR VOLUME 124191 DAILY TRAFFIC VOLUME ,..., IX) .... .......... FIGURE 3 BOYNTON BEACH RETAIL SITE PEAK HOUR PROJECT TRAFFIC Kimley-Hom and Associates, Inc. 042701013 . ~=~ Kimley-Horn and Associates, Inc. CONCLUSION This analysis has been prepared to evaluate the traffic impacts resulting from a proposed commercial retail land use and a drive-in bank land use to be located on the north side of Boynton Beach Boulevard just west of Winchester Park Boulevard in Boynton Beach, Florida. The proposed development plan includes 13,800 square feet of commercial retail land use and 4, 100 square feet of drive-in bank land use. Based on the traffic impact analysis, the proposed development meets the requirements of the Countywide Traffic Performance Standards of Palm Beach County through the buildout of 2008. A westbound right-in driveway will be required at the site driveway on Boynton Beach Boulevard. 042701013-1205 Page 15 ~=~ Kimley-Horn and Associates, Inc. APPENDIX INTERSECTION ANALYSIS SHEET BOYNTON BEACH RETAIL (ExistingGeoltlotJy) OLD BOYNTON ROAD (a) WINCHESTER PARK BOULEY ARD Growth Rate ~ Peak Season = Buildout Year = Years = 4.73% 1.03 2008 5 _4 AM Peak Hour Intersection Volume Development Nortbbouad Soalbbouad E..tbouad W..tbouad LT Tbru RT LT Tbru RT LT Tbru RT LT Tbru RT Existing Volume (09/02/2003) 64 44 35 2 17 11 50 376 41 37 273 29 Peak Season Volume 66 45 36 2 18 11 52 387 42 38 281 30 Background 83 57 45 3 22 14 65 488 53 48 354 38 % Project Traffic 4% 4% 2% 4% 4% 2% Direction out out out in in in Project Traffic 1 1 1 0 1 0 0 0 1 1 0 0 Total 84 S8 46 3 23 14 6S 488 54 49 354 38 Critieal Volume Analysis No. or Lanes 1 I 1 1 1 I 2 I <0 1 I 2 I <0 1 I 2 I <0 Approach Y olume 188 40 607 441 Per Lane Volume 84 I 58 46 3 I 19 0 65 I 271 I 0 49 I 196 I 0 Overlan Reduction I I -46 I I 0 I I 0 -3 Net Per Lane Volume 84 I 58 I 0 3 I /9 0 65 I 27/ 0 49 I /96 I -3 North-South Critical NB LT+SBTH- 103 SB LT+NBTH- 61 East-West Critical EB LT+WBTH 261 WB LT+EBTH 320 Maximum Critical Sum 103 + 320 = 423 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbouad Soutbbouad Eastbound Westbound LT Tbru RT LT Tbru RT LT Tbru RT LT Tbru RT Existing Volume (09/02/2003) 194 121 137 54 108 91 116 569 126 97 749 67 Peak Season Y olume 200 125 141 56 III 94 119 586 130 100 771 69 Background 252 157 178 70 140 118 151 738 164 126 972 87 % Project Traffic 4% 4% 2% 4% 4% 2% Direction in out out in in in Project Traffic 4 4 2 0 4 0 0 0 4 2 0 0 Total 256 161 180 70 144 118 151 738 168 128 972 87 Critical Volume Analysis No. of Lanes 1 I 1 1 2 <0 1 I 2 I <0 1 I 2 I <0 Approach Volume 597 332 1,057 1,187 Per Lane Volume 256 161 180 70 131 0 151 I 453 I 0 128 530 I 0 OverlllD Reduction 1-128 I I 0 I I 0 I -70 Net Per lAne Volume 256 I /6/ I 52 70 I /3/ I 0 H/ 453 I 0 /28 530 I -70 North-South Critical NB LT+SBTH 387 SB LT+NBTH 231 East-West Critical EB LT+WBTH- 681 WBLT+EBTH- 581 MaIlmum Critical Sum I 387 + 681 1,068 STATUS? UNDER p:\0427\OJ013I{boytfto"_retailjOO405.w)oJdboyn_winchpk 12/}5/2oo514:U JIlI""1.." Kimley-Hom -....J U and Associates, Inc. INTERSECTION ANALYSIS SHEET BOYNTON BEACH RETAIL (Fu"". Geometry) BOYNTON BEACH BOULEVARD !a2 LAWRENCE ROAD Growth Rate = Peak Season = Buildout Year = Years = 3.55% 1.01 2008 4 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Tbru RT LT Thru RT LT Thru RT Existing Volume (11/1712004) 45 159 79 125 199 66 129 1345 47 140 1\08 89 Peak Season Volume 45 161 80 126 201 67 130 1,358 47 141 1,119 90 Background 52 185 92 145 231 77 150 1,562 55 163 1,287 103 % Project Traffic 7% 1% 23% 7% 23% 1% Direction in in in out out out Project Traffic 0 0 2 I 0 0 0 5 0 2 4 I Tolal 52 185 94 146 231 77 150 1,567 55 165 1,291 104 Critical Volume Ana\yllis No. of Lanes I I 1 I <0 I I I T <0 I I 3 I <0 I I 3 I <0 Annroach Volume 331 454 1,772 1,560 Per Lane Volume 52 I 279 I 0 146 I 308 0 150 I 541 I 0 165 465 I 0 Overlap Reduction I I 0 I 0 I I 0 I 0 Net Per Lane Volume 52 1279 I 0 146 T 308 I 0 /SO 54/ I 0 /65 I 465 I 0 North-South Critical NB LT+SBTIi- 360 SB LT+NBTIi- 425 East-West Critical EB LT+WBTIi- 615 WB LT+EBTIi- 706 Maximum Critical Sum I 425 + 706 = 1,131 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Weslbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (11/1712004) 49 288 56 112 203 80 132 1347 47 130 1501 180 Peak Season Volume 49 291 57 113 205 81 133 1,360 47 131 1,516 182 Background 57 334 65 130 236 93 153 1,564 55 151 1,743 209 % Project Traffic 7% t% 23% 7% 23% 1% Direction in in in ont out ont Project Traffic 0 0 7 1 0 0 0 22 0 7 23 I Total 57 334 72 131 236 93 153 1,586 55 158 1766 210 Critical V olnme Analysis No. of Lanes 1 I 1 I <0 1 1 I <0 1 3 I <0 1 I 3 I <0 Aooroach Volume 463 460 1,794 2,134 Per Lane Volume 57 I 406 0 131 329 I 0 153 I 547 I 0 158 I 659 I 0 Overlap Reduction I 0 T To I 0 I I 0 Net Per Lane Volume 57 1406 I 0 /3/ I 329 I 0 /53 I 547 I 0 /S8 I 659 I 0 North-South Critical NB LT+SBTIi- 386 SB LT+NBTIi= 537 East.WestCritica1 EB LT+WBTIi- 812 WB LT+EBTIi- 705 Maximum Critical Sum I 537 + 812 - 1,349 STATUS? NEAR ~-_n Kimley-Hom II1I.....I U and Associates, Inc. p: \0427\0101 J\{boynIOn]etai'- J00405.x/s}bb _/awrence 12/15/2005 /4: 24 INTERSECTION ANALYSIS SHEET BOYNTON BEACH RETAIL (Existing 0e0nEtJy) BOYNTON BEACH BOULEVARD ciil WINCHESTER PARK BOULEVARD Growth Rate = Peak Season ~ Buildout Y ear ~ Years = t.M f.M 4.28% 4.28% 104 105 2008 200S 5 3 - AM Peak Hour Intersection Volume Development NorthbouDd SoUthbOUDd Eutbouud WestbouDd LT Tbru RT LT Tbru RT LT Tbru RT LT Tbru RT Existing Volume (06/0512003) 42 17 82 69 20 64 128 977 28 115 755 110 Peak Season Volume 44 18 85 72 21 67 133 1,016 29 120 785 114 Background 54 22 105 88 26 82 164 1,253 36 147 968 141 % Project Traffic 20% 31% 49% 59% Direction out in out in Project Traffic 0 0 0 3 0 0 7 8 0 0 13 0 Total 54 22 105 91 26 82 171 1,261 36 147 981 141 Critical Y olume ADalysls No. or Lanes 1 I <0 IT 1 T 1 1 I 3 <0 1 I 3 I <0 IADnroacb Volume 181 199 1,468 1,269 Per Lane Volume 54 I 127 0 91 I 26 I 82 171 I 432 I 0 147 I 374 0 Overlao Reduction I 0 I T -82 I 0 I I 0 Net Per Lane Volume 54 I 127 0 91 I 26 I 0 171 I 432 I 0 147 I 374 I 0 North-South Critical NB LT+SBTH- 80 SB LT+NBTH- 218 East-West Critical EB LT+WBTH~ 545 WB LT+EBTH- 579 Maximum Critical SUID 218 + 579 - 797 - .. "'" - STATUS? UNDER i<IIlI PM Peak Hour Intersection Volume Development NorthboUDd SoUthbOUDd Eastbouad WeltbouDd LT Tbru RT LT Tbru RT LT Tbru RT LT Tbru RT Existing Volume (05/0312005) 183 55 113 191 46 241 321 1603 30 158 1314 151 Peak Season Volume 192 58 119 201 48 253 337 1.683 32 t66 1,380 159 Background 218 65 135 227 55 287 382 1.909 36 188 1,565 180 % Project Traffic 20% 31% 49% 59% Direction out in out in Project Traffic 0 0 0 20 0 0 29 48 0 0 55 0 Total 218 65 135 247 55 287 411 1,957 36 188 1,620 180 Critical Y olume Aualysls No. or Lanes 1 I 1 I <0 1 1 I 1 1 3 I <0 1 I 3 <0 Aoproach V otume 418 589 2.404 1,988 Per Lane Volume 218 200 I 0 247 55 T 287 411T664 I 0 188 I 600 0 Overlao Reduction I 0 I T-287 I I 0 I 0 Net Per Lane Votume 218 200 I 0 247 T 55 T 0 411 T 664 I 0 188 I 600 0 North-South Critical NB LT+SBTH- 273 SB LT+NBTH- 447 East-West Critical EB LT+WBTH= 1011 WB LT+EBTH= 852 Maximum Critical Sum 447 + 1011 - 1,458 STATUS? OVER p:\04Z7\OJOJ 3\[bQyrttonJelaiClOO40J.xb)bb _winch 12/1512005/4:14 1""1.." Kimley-Hom ~ U and Associates,lnc. TABLE A-I COMMUNITY COMMERCIAL CENTER INTERSECTION GROWfH RATE ANALYSIS Roadway Pk. Season From To Growth Daily Rate Volume Old Boynton Road & Winchester Park Blvd. Old Boynton Rd. West of Winchester Park Blvd. 4.73% 23,624 Old Boynton Rd. East of Winchester Park Blvd. Winchester Park Blvd. South of Old Boynton Rd. Weighted Average Intersection Growth Rate 4.73% Boynton Beach Boulevard & Lawrence Road Boynton Beach Blvd, West of Lawrence Rd. 2.99% 38,992 Boynton Beach Blvd. East ofLa\VTence Rd. 5.37% 45,860 Lawrence Rd. North of Boynton Beach Blvd. 1.00% 16,110 Lawrence Rd. South of Boynton Beach Blvd. 1.00% 7,854 Weighted Average Intersection Growth Rate 3.55% Boynton Beach Boulevard & Winchester Road Boynton Beach Blvd. West of Winchester Rd. 2.99% 38,992 Boynton Beach Blvd East of Winchester Rd. 5.37% 45,860 Winchester Rd. North of Boynton Beach Blvd. Weighted Average Intersection Growth Rate 4.28% p.\0427\010J 3I[boyrrt07l]dailj00403.xls]growth rates (il1ter3t!ctr0113) ]2/]512005]04 111""1!!" ~ey-Hom IIIIiII.J_U and Associates, Inc. SHORT REPORT General Information Site Information iAnalyst KHA User Intersection Boynton Beach & Winchester ~gency or Co. Kimley-Hom and Associates Pk Area Type All other areas Date Performed 12/15/2005 Jurisdiction Irime Period PM Peak Hour Analysis Year 2008 Volume and Timina InDut EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 0 1 3 0 1 1 0 1 1 1 Lane group L TR L TR L TR L T R Volume (vph) 411 1957 36 188 1620 180 218 65 135 247 55 287 % 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 Ext. eff. areen 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 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 10 0 10 0 10 0 10 Lane Width 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 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 Phasing Excl. Left EB Only EW Perm 04 Excl. Left NS Perm 07 08 !Timing G = 20.0 G = 6.0 G = 58.0 G= G = 10.0 G = 26.0 G= G= Y- 5 Y= 0 Y= 5 Y= Y= 5 Y= 5 Y= Y= Duration of Analysis (hrs = 0.25 Cvcle Lenath C = 140.0 Lane Group Capacity, Control Dela ", and LOS Determination EB WB NB SB Adj. flow rate 433 2087 198 1884 229 200 260 58 292 Lane group cap. 445 2315 306 2072 375 312 267 346 294 v/e ratio 0.97 0.90 0.65 0.91 0.61 0.64 0.97 0.17 0.99 Green ratio 0.64 0.46 0.56 0.41 0.29 0.19 0.29 0.19 0.19 Unif. delay d1 45.5 35.1 35.5 38.5 43.5 52.7 52.2 47.9 56.9 Delay factor k 0.48 0.42 0.22 0.43 0.20 0.22 0.48 0.11 0.49 Inerem. delay d2 35.6 5.4 4.7 6.5 2.9 4.4 47.7 0.2 50.5 PF factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 !control delay 81.1 40.5 40.2 45.0 46.4 57.1 99.9 48.1 107.4 Lane group LOS F D D D D E F D F Apprch. delay 47.4 44.5 51.4 98.6 Approach LOS D D D F Intersec. delay 52.2 Intersection LOS D HCS2000™ Copyright @ 2000 University of Florida, All Rights Reserved Version 4.le ~ ... 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'0 > ~ = o .... lI) :I: o ::l ~ ..... o Z :> <: tf.l tf.l ~ Z o u N N \0 N 00 00 '<t N .,., ...... M ...... M r- ...... - N <'l o C'l '<t \0 0\ N M C'l ...... '<? \0 M oci ...... 0\ - 00 .,., N C'l r- .,., .,., - '0 > ~ lI) ~ ~ o Z ..... o tf.l o o 0\ :> <: tf.l tf.l ~ o z o u o C'l \0 N r- 0'1 o <'l 0'1 N r- ...... o 00 '<t 00 M .,., N r- 0\ '<t N .,., o ...... '<? o N N 00 '<t M \0 M o .,., o '<t M ~ o ~ '0 ~ ..... o tf.l o o o - $' e :> <: tf.l tf.l ~ o ~ u o - \0 '<t r- \0 - M .,., o o N '<t M N - \0 .,., 0\ N .,., .,., M - r- C'l 00 '<? '<t o N .,., 00 00 M M \0 \0 r- M ~ ..... '0 e- ll) > <: '0 .... M C'l ..... o tf.l o o C'l $' a:l '-' :> <: tf.l tf.l ~ o z o u \0 C'l \0 .,., - r- '<t M C'l \0 0\ M 00 N ..... Q I,C ~ ~ ~ ~ .,., r- o N N .,., - N r- - '<t - .,., M 0\ - - 00 0\ C'l \0 o - M W ...l lD :3 ~ < l- e z I- Z ;:) e o II en w D:: I- Z W ::.::: z :3 lD co? c c ('II ::.::: < w D.. 'tJ C III - 0\ '<t .,., '<t '<t - \0 M 00 - o M 00 '<? 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"'" "": M 0\ 0\ 0\ C'l - M I"- CO C'l ;i! t0 "'" o o M M >0 o "'" - >0 C'l 0\ - - >0 C'l M M M I"- "'" 0\ V) '$. o 0\ ..t "'" - CO "'" M C'l C'l >0 M ;i! t -< CIl CIl ~ Z o u "'" C'l >0 "'" I"- 0\ o M >0 0\ V) - - o I"- - o - o M >0 0\ "'" M V) - '$. C'l 0\ ..t >0 I"- - M "'" M CO M I"- M ~ '€ o ~ ., ~ ...:i .... o CIl o o >0 ~ 8 ~ CIl CIl ~ o S u C'l C'l >0 "'" I"- - >0 >0 M "0 ~ '€ o ~ ., ~ ...:i .... o Z o V) C'l ~ 8 ~ CIl CIl ~ S u o C'l >0 "'" CO 0\ I"- M >0 - I"- - "'" 0\ o C'l 0\ I"- M M 0\ >0 I"- - >0 I"- >0 - '$. M M -0 I"- CO M I"- "'" - C'l "'" 0\ M ~ C- z o > -< ..c: o - .... o CIl o o I"- ~ ...:i '-' ~ CIl CIl ~ S u "'" o >0 "'" "'" l"- V) - "'" ~ C- CIl o ;;- -< oS >0 .... o CIl o o "'" ~ 8 ~ CIl CIl ~ o S u >0 C'l >0 "'" o V) o M "'" >0 0\ o "'" V) - co C'l o >0 C'l - "'" 0\ V) - '$. - o vi I"- - "'" "'" M M C'l I"- 0\ C'l ~ ~ > o ~ CIl U < ~ '-' :> -< CIl CIl ~ S u CO o M C'l V) I"- "'" C'l "'" M - M V) - - >0 I"- o C'l CO C'l 0\ CO "'" - - '$. V) M -0 V) V) o I"- C'l o 0\ "'" C'l C'l "0 > iii Q o .... o :I: o .a tIl .... o CIl o o o ~ '-' :> -< CIl CIl ~ S u CO - >0 C'l V) V) 0\ C'l I"- - "'" C'l "'" V) - CO co "'" C'l - "'" C'l - I"- o M - '$. o >0 r-: 0\ C'l I"- 0\ C'l M >0 co M C'l '" o ~ ...:i ..c: o t -< CIl CIl ~ o S u o M 0\ M - co M C'l I"- M o - o >0 M - - CO I"- - V) V) 0\ CO M CO '$. V) "'! M CO C'l M "'" C'l o - 0\ - C'l ,....., tIl ~ ;i! s o ..c: U .... o CIl o o M Iii' ~ :> -< CIl CIl ~ o z o u >0 o >0 M C'l - V) C'l 0\ V) M - M V) - - V) V) 0\ - >0 0\ - - 0\ V) I"- '$. o C'l <'i V) I"- M V) C'l - l"- I"- M C'l Iii' ~ V) 0;- ..... .... o > o o ~ '0:: tIl Q o ,....., tIl ~ :> -< CIl CIl ~ S u V) o M M CO C'l M >0 o "'" 0\ "'" 0\ - - >0 V) C'l 0\ "'" V) M C'l - - '$. M o <'i - - C'l "'" V) M 0\ CO V) C'l "0 > ;Ii :Ii ..... '" o .... o .... .... o Z o o C'l ,....., tIl ~ :> -< CIl CIl ~ o S u "'" "'" >0 M 0\ - 0\ "'" 0\ V) "'" - o >0 "'" M M V) C'l "'" 0\ C'l o M "'" C'l C'l V) - V) "'" "'" "0 > ;Ii e o ..c: ~ o CIl .... o CIl o o V) Iii' ~ '-' :> -< CIl CIl ~ o S u CO - >0 M "'" C'l 0\ C'l C'l - M C'l - >0 - >0 >0 "'" C'l l"- I"- M - I"- 0\ - - '$. >0 o -0 "'" C'l >0 CO C'l V) 0\ 0\ M C'l ,....., tIl ~ ti5 oS V) "'" .... o CIl o o V) - Iii' ~ '-' :> -< CIl CIl ~ S u CO C'l 0\ M - V) 0\ M 0\ >0 V) C'l C'l o "'" - C'l l"- V) M "'" "'" o >0 M V) C'l o C'l CO o "'" "0 t -< CIl CIl ~ o 5 u "'" I"- >0 M "'" V) >0 >0 C'l M CO V) M M "'" I"- - o M "'" "'" "'" '$. 0\ co ,...; - , o 0\ co I"- l"- V) M C'l - ;i! o .... o "0 o > a> tIl .... o CIl o V) - ,....., tIl ~ :> -< CIl CIl ~ o S u CO >0 >0 M CO M 0\ M >0 V) V) - C'l o "'" C'l "'" co co C'l V) I"- - I"- C'l M - '$. 0\ co -0 "'" I"- >0 "'" "'" >0 l"- V) >0 M "0 > ;Ii :Ii ..... '" ~ o .... .... o CIl o o C'l Iii' ~ '-' :> -< CIl CIl ~ o z o u o - C'l "'" >0 I"- M 00 '" ... = I' ~ et: = =- "'" M C'l o CO "'" C'l M W ...J m :s ~ c( I- o Z I- Z ::::I o o II U) W ~ I- Z W ~ z :s m C"'i CI CI ('II ~ c( W 0. " C III .... CI CI ('II ~ c( W 0. ... o GI C'l III ... GI > III GI .c .. .!!! N CI CI N ~ c( W 0. .. C'l V) - >0 o C'l '$. 0\ "f o - C'l "'" C'l >0 C'l M CO CO I"- "'" ,....., o o ~ o -a e:- 0\ C'l I"- ~ CIl .... o p.;j o o M o o I"- ~ U .... o ~ o o C'l I"- - I"- ~ U an o o '" 0- M 41 = == ..., ;:; = 'C = = ~ o CO CO ~ U - - o I"- - o o I"- 'H - ... "'" - i5 ~ C tt: ::;) o J: ~ ~ W Q. Q., Q., ::E <C D. ~ UJ ~ ~ Q., Q., ::E <C c( ~ UJ i5 ~ C > ..J - ~ C .r. is o ca ...0:: C) ~It) 11i8 Q.,N ~.. 11i8 Q.,N ~ ~ Q., Q., <C w - z >- ~ N Q., Q., <C w - z z o ~ o o ...J w :IE <C z I- W w 0:: I- UJ z o ~ ~ UJ Vl ...... Vl r-- N '" N 0\ ...... 0\ Vl "'" "'" 0\ N Vl '" '<f!. N '" o ...... ~ Vl '" Vl '" 00 "'" ~ Q) .. 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E ~ ""' o ::: o <=> <=> - ~ o ~ S - - \0 \0 <"\ V) r- N - 0- 00 N 00 0- - r- <"\ 00 N N V) N N <=> '<T r- '<t. r- r- ~ '<T <=> N 0- N \0 r- r- - <"\ ~ t ..... o:l "0 '1: o Ii: < ~ o ~ S <"\ <=> - \0 <"\ - V) \0 <=> N 00 - <"\ '<T N 0- <=> 00 V) 00 '<T <"\ r- OO V) \0 ....l III ~ - V) ~ o ..... -< ::E ~ <"\ <"\ '<T \0 0- 00 <"\ <"\ <=> N <"\ 0- '<T - N '<T 00 r- <"\ 0- <"\ 0- N <"\ 0- 00 '<t. \0 ~ - r- - 0- <"\ r- OO N r- <"\ ~ bl) .Q ""' o ::: o <=> N ~ o ~ ::E ~ - <"\ \0 \0 r- N '<T \0 '<T - '<T - 00 N .... Q 00 N ~ Ol: C'il l:l. - 00 '<T r- r- 0- N - V) - w -' aI :3 ~ < I- o Z I- Z ::J o U II rJ) w ii! I- Z W ~ z :3 m M c C N ~ < w a. 'a c IV r- \0 <=> <"\ r- '<T '<t. V) r- o 00 V) <"\ V) - 00 - <=> V) - .... c C N ~ < w a. .... a Q) Cl f Q) > IV Q) .c - ,!! N c C N ~ < W a. << r- ~ U) ""' o ::: o <=> 00 ~ o ..... -< S l() = = N = N ~ I: := .., ,.:; C'il 'C I: Q ::; .. - - .. >". .. '. .. - - - ... ~ o ~ ~ ~ ::>> 0:: ::I: ~ ~ ~ ... ~ ~ 0:: ~ ::>> 0:: ::I: ~ tJ) ~ ... <C tJ) ~ <C w ::>> 0:: ::I: ~ ~ ~ ~ ~ <C z ::>> 0:: ::I: ~ <C z ~ ... <C z w ~ c w ::! i= en - z ~ - z o ~ o o ... \0 o V> V> 00 o - - 0.. '<f" <'l N o N 00 <'l o N o V> o '<f" V> t"- - - '<f" o o o '<f" o o ~ 00 -- - o <'l ciO o , o <'l r:.: o t"- ~ 00 .... 01 lXi " " or> ..8 o " " ..lol o o o \0 \0 o o 00 t"- '<f" o o '<f" o '<f" o N V> <'l - o <'l '<f" '<f" N '<f" V> V> o o o ;g; o ~ 00 ;:::; o '? 00 - o o r:.: - t"- ~ 00 't;j lXi " " or> o .<:: o " ~ o t"- o.. V> V> 0.. <'l 0.. V> <'l V> N V> t"- '<f" o 00 '<f" V> o V> V> t"- '<f" '<f" <'l o o o '<f" o o N -- N N V> - ciO o I V> - r:.: o t"- ~ 00 't;j lXi " " or> o .<:: o " " ..lol o N 0.. <'l \0 - N 00 - 00 o - o V> N '<f" o V> '<f" '<f" - o - 0.. 0.. - 0.. N \0 o o o '<f" o o ~ !::! N - o '? 00 - o o r:.: - t"- ~ 00 't;j lXi " " .g .<:: ~ ~ o V> 00 '<f" <'l - <'l - V> - V> - '<f" o 00 <'l t"- t"- V> 0.. '<f" - 00 N - N o - 00 - - 0.. o - '<f" o o N -- V> !::! o - o o N - I o '? - - .... " bIl ~ Eo-< .... " g- OO 't;j lXi " " :8 o 8 ..lol o 00 00 \0 <'l - \0 - N <'l '<f" - N o - 0.. '<f" 00 - 0.. \0 '<f" \0 \0 N '<f" - 0.. - - N N - - - V> - - '<f" o o !::! V> N o - o '? <'l - o o N - .... .., ~ Eo-< l> g- oo 't;j lXi .., .., or> o .<:: o .., ~ o t"- V> - '<f" o - - '<f" <'l <'l - o o - \0 '<f" - N o 00 \0 00 00 <'l 0.. '<f" V> - <'l <'l - 00 - t"- <'l - '<f" o o N -- V> !::! o - o o ~ o o <'l .... .., ~ Eo-< .... .., g- oo 't;j lXi .., .., .g .<:: o .., ~ o 0.. - t"- V> N o V> 0.. <'l t"- N o o - o - t"- \0 - 00 <'l o o - ;g; o ~ o 0 ~ 0 00 ciO o o 0 <'l 0 r:.: r:.: o r r ~ ~ .... .... .., .., C "S .., .., u u .lS .lS '" '" :; :; 't;j lXi .., .., or> o .<:: <> 8 ..lol o 00 '<f" 00 V> o <'l '<f" o N <'l - - o N 00 <'l - V> \0 <'l V> - - - o '<f" \0 '<f" o o !::! ~ - 't;j lXi .., .., .g .<:: <> 8 ..lol o \0 0.. 0.. <'l - <'l V> o - N N N \0 <'l \0 - o '<f" t"- o.. \0 - \0 '<f" t"- o <'l N '<f" o o N o - -- <'l V> 0 -.- ~ - 00 - - J.. 0 - 0 o r:.: - - o 0 bIl bIl '5 >5 ~ ~ r r ~ ~ .lS .lS '" '" :; :; (;j lXi .., .., or> o .<:: <> .., ~ o o o t"- V> 0.. <'l <'l N o N <'l N - t"- '<f" 0.. '<f" t"- <'l o 00 <'l <'l N <'l t"- o V> <'l '<f" o o N -- o - -- <'l (;j lXi .., II) or> o .<:: <> II) II) ..lol o N N 0.. '<f" V> 0.. - 0.. 00 o <'l o N '<f" <'l o \0 t"- - o 00 \0 o - N V> o o o - o o ~ o !::! 0.. o '? 00 o o o r:.: o ~ ~ 't;j <> :s! ~ (;j lXi .., II) or> o .<:: <> .., ~ o 0.. V> 0.. N \0 N - <'l <'l - o 0.. '<f" o N N o N 0.. '<f" - 0.. <'l o o o o o N o !::! 0.. o ~ <'l o <'l N - ~ ~ (;j <> :s! ~ (;j lXi II) .., .g .<:: <> II) II) ..lol o N N 00 '<f" 0.. N - \0 \0 N - o \0 V> o - t"- o V> - - <'l V> 00 - o o o - o o ~ o !::! 0.. o '? 00 - I o o r:.: - ~ ~ (;j o :s! ~ (;j lXi II) II) or> o ..c: <> .., ~ o '<f" V> - \0 <'l 0.. <'l t"- oo 0.. <'l o 00 - <'l - - 0.. '<f" N N V> N - - t"- \0 o '<f" o o N \0 -- N - o '? 00 o , o o r:.: o ~ ~ (;j o :s! ~ (;j lXi .., II) or> o il .., II) ..lol o o 00 <'l \0 '<f" - - V> t"- '<f" N <'l <'l V> N 00 \0 00 00 \0 '<f" <'l 00 t"- - N 00 '<f" o o N -- \0 -- N - o o ciO - o o r:.: - ~ ~ (;j o :s! ~ (;j lXi .., II) or> o .<:: <> .., ~ o t"- t"- t"- <'l t"- \0 - o N N o \0 N o '<f" o o - - o N N '<f" <'l N V> N \0 <'l o o N - N 0.. '<f" \0 - '<f" o o ~ V> !::! V> o o N - , o '? - - ;> <r: '" '" II) ~ I:: o U (;j "0 ~ S ~ !Xl "0 (5 '<f" 00 o V> 0.. t"- \0 V> N N V> <'l o t"- N 0.. \0 - '<f" <'l <'l V> 00 N \0 0.. <'l 00 t"- 00 o N - <'l o <'l o N '<f" o o N -- V> !::! V> o o ciO - o o r:.: - ;> <r: '" '" .., ~ I:: o U (;j ~ I:: ! o !Xl "0 (5 '<f" N V> N V> 00 t"- V> \0 V> 00 '<f" N - N t"- N t"- <'l 0.. \0 - o <'l V> o 0.. 0.. t"- '<f" N V> V> - - o o N -- 00 -- N - o <'l N - o ~ - - "0 ~ II) o I:: II) ~ .....l (;j ~ I:: !2 ~ o !Xl "0 (5 V> 00 N <'l V> \0 - N \0 o - - <'l o - '<f" <'l '<f" o N - t"- o <'l 0.. - 00 00 o - o - - \0 00 N N o N - o o N -- 00 - -- N - o o ciO , o o r:.: - ~ .., o I:: .., ~ .....l (;j "0 ~ I:: o ~ o !Xl "0 (5 00 N N N 00 o - N \0 V> 00 0.. <'l o - t"- V> - - <'l - - t"- t"- N t"- <'l 0.. <'l V> N t"- <'l V> V> o o ~ o - -- V> o '? 00 - o o r:.: - lXi ~ ~ .... E '" .., .<:: o I:: ~ (;j ~ I:: o ~ o !Xl "0 (5 0.. t"- o.. - '<f" \0 t"- <'l o V> V> <'l '<f" '<f" '<f" \0 0.. N <'l t"- N t"- <'l - - t"- N <'l o o !::! !::! 0.. V> '<f" 0; o , V> ~ 00 o !Xl g; !Xl ~ ~ .... E '" II) .<:: o I:: ~ (;j "0 ~ I:: o ~ o !Xl "0 (5 00 V> 00 - <'l 00 V> t"- '<f" \0 o - - - \0 <'l - 00 <'l \0 \0 \0 - '<f" \0 - - o t"- <'l 0.. 00 '<f" <'l o o !::! !::! 0.. o ~ <'l - , o <'l N - !Xl g; !Xl ~ ~ .... E '" II) ..c: o I:: ~ 't;j ~ I:: o ~ !Xl "0 (5 \0 00 - N N o - '<f" V> 0.. 0.. t"- - - <'l o - o 00 - t"- '<f" t"- \0 \0 \0 0.. N t"- <'l o - 0.. V> <'l o o !::! !::! 0.. o '? 00 - o o r:.: !Xl g; !Xl ~ ~ .... E '" .., .<:: <> I:: ~ 't;j "0 ~ I:: o ~ !Xl "0 (5 - 00 N - V> V> - o N - o N t"- '<f" - \0 - o o o <'l N 00 V> '<f" o - o o ~ <'l S o ~ 00 o o <'l r:.: o lXi I:: .~ U 't;j ~ II) '" ;::l o .<:: ~ ~ '" .., "0 01 ~ > Pol "0 (5 <'l V> <'l - <'l \0 - o <'l <'l o o N '<f" 00 00 - o o o 00 N - N V> o - o o ~ '" ~ - o '? 00 - o o r:.: lXi I:: .~ U 't;j ~ .., '" ;::l o .<:: P.. E3 ;::l ~ '" II) al Oh .... .., > Pol "0 (5 00 \0 '<f" - - N o o o \0 '<f" '<f" <'l 00 N o o o N t"- \0 '<f" '<f" o <'l o o ~ !::! N o ~ 00 o o <'l r:.: o lXi I:: .~ U (;j "0 ~ .., '" ;::l o .<:: ~ ~ '" .., "0 01 ~ > Pol "0 (5 00 \0 <'l - N V> - o 00 N o V> <'l '<f" \0 00 - o o o '<f" <'l <'l <'l V> o <'l o o ~ ~ N N o '? 00 - , o o r:.: - lXi I:: .~ U (;j ~ II) '" ;::l o .<:: P.. E3 ;::l ~ '" .., al ]l .., > Pol "0 (5 00 o '<f" - t"- t"- N - \C Q"I .... Q Q"I \C G.I t)JI cos ~ - N N t"- V> - o o o N <'l 0.. \0 N <'l 00 o \0 <'l \0 0.. <'l o o o o o o o o 0.. o - N <'l 0.. N '<f" 00 t"- '<f" o o '<f" o o !::! t"- - N '<f" o o N f::: ~ o ~ 00 o o <'l r:.: o o '? 00 o o r:.: lXi I:: .~ U (;j "0 ~ .., '" ;::l o .<:: P.. g ~ '" .., al ~ > Pol "0 (5 lXi I:: .~ U (;j "0 ~ .., '" ;::l o .<:: P.. g ~ '" II) al ~ > Pol "0 (5 i_ ... ~.. ... ... ... ..J ~ o ~ ~ l:t: ~ ::::) l:t: :I: ~ ~ ~ ~ ~ <C U) ::::) l:t: :I: ~ U) ~ ..J ~ ~ <C w ::::) l:t: :I: ~ W ~ L3 ~ <C z ::::) l:t: :I: ~ Z ~ ..J <C z w ~ <C C w :E i= ~ Z ~ - z o ~ o o ..J 00 r- \0 t<l o r- OO - - o V) -.:t -.:t V) - o V) V) t<l V) Ct\ - r- t<l t<l - o o o o -.:t o o ~ ~ t<l o o N - o ~ - - .... '" o:l ~ V) 0;- - <oJ ii5 ..c:: ~ Cl> l%l i l%l r- \0 Ct\ t<l o r- t<l t<l - t<l Ct\ -.:t - t<l N o t<l N V) N V) N t<l - - o o o o -.:t o o ~ N "" V) -.:t ~ - , V) -.:t -c - .... '" o:l ~ V) 0;- - <oJ ii5 ..c:: ~ Cl> l%l S ~ o l%l \0 N Ct\ N o - V) V) -.:t Ct\ o o o o o -.:t t<l \0 r- r- N \0 V) t<l N N o N o o N ::::. ~ t<l V) - Oci 9 V) - ~ o .... '" Cl> ::: V) 0;- - <oJ ii5 ..c:: ~ Cl> l%l i l%l r- - N t<l N \0 t<l t<l r- o o o o o o N Ct\ o - t<l -.:t - V) \0 t<l t<l Ct\ r- - - o o N ::::. ~ t<l o t<l ~ o <;! - - .... '" Cl> ::: V) Ct\ , - <oJ ii5 ..c:: u a'J l%l c:: .s ~ l%l t<l \0 r- t<l t<l t<l t<l - Ct\ - - o o o o o -.:t -.:t t<l - \0 \0 - o Ct\ -.:t N r- t<l N - o o ~ - ~ t<l V) - ~ - , V) - -c ..... .... '" Cl> ::: V) 0;- - <oJ ii5 ..c:: ~ Cl> l%l S ~ l%l o N \0 t<l N - \0 o N t<l ..... o o o o o -.:t 00 r- ..... 00 N -.:t ..... -.:t o Ct\ o N t<l o o ~ ~ N V) ..... 00 9 V) ..... ~ o .... '" Cl> ::: V) 0;- - <oJ ii5 ..c:: u o:l Cl> l%l c:: i o l%l 00 00 \0 t<l \0 t<l t<l r- Ct\ N ..... o o o o o V) 00 ..... ..... N V) ..... \0 00 -.:t o N t<l N t<l o o ~ ~ N o t<l N - o t<l - - .... '" Q) ::: V) 0;- - <oJ ii5 ..c:: ~ Q) l%l S ~ l%l \0 00 N -.:t N N t<l -.:t V) t<l ..... o o o o o o Ct\ \0 ..... Ct\ -.:t - -.:t ..... V) o r- V) N t<l o o ~ ~ N o t<l ~ - o t<l -c - .... '" Q) ::: V) 0;- - <oJ ii5 ..c:: ~ Q) l%l I:: .s ~ o l%l t<l 00 00 t<l -.:t -.:t V) r- \0 V) ..... o o o o o t<l V) Ct\ o 00 N o t<l t<l o Ct\ o N -.:t o o ~ ~ t<l o t<l Oci o , o t<l ~ o .... '" Q) ::: V) 0;- - <oJ ii5 ..c:: u o:l Q) l%l S ~ l%l N -.:t 00 t<l Ct\ '" t<l V) Ct\ -.:t ..... o o o o o -.:t \0 ..... ..... r- \0 - V) o -.:t o N ..... N -.:t o o ~ ~ t<l o o N - o ~ ..... ..... .... '" Q) ::: V) 0;- - <oJ ii5 ..c:: u o:l Q) l%l c:: .s ~ o l%l ..... r- V) -.:t -.:t \0 t<l ..... V) r- ..... o o o o o t<l Ct\ -.:t ..... - r- ..... o t<l V) o N \0 N -.:t o o ~ ~ t<l V) -.:t ~ - I V) -.:t -c .... '" Q) ::: V) 0;- - 't;j ii5 ..c:: u o:l Q) l%l S ~ l%l o 00 N t<l Ct\ V) Ct\ t<l \0 - N N ..... - V) V) N N t<l N o t<l o ..... \0 N \0 r- -.:t t<l N ..... -.:t o o ~ ~ - ..... o <;! 00 o o t<l ~ o Q <il ',E '" ::l '"0 c:: - <oJ ii5 ..c:: u o:l Q) l%l c:: i o l%l ..... o 00 t<l t<l ..... Ct\ t<l V) ..... -.:t 00 V) ..... o V) o \0 N \0 co ..... t<l ..... co r- o N t<l ..... -.:t o o N -- ~ o ~ co ..... o o ~ ..... Q <il ',E .g ..s .... o:l ii5 ..c:: ~ Q) l%l S ~ l%l V) r- o V) co co N co V) \0 \0 o N ..... r- N 00 N t<l N N r- V) ..... o o co o r- ..... - \0 -.:t o ..... -.:t Ct\ -.:t t<l N o o ~ 00 o t<l Oci o , o t<l ~ o ~ bO o ..... <oJ ii5 ..c:: ~ Q) l%l c:: i o l%l t<l \0 V) N o N o -.:t Ct\ \0 V) -.:t V) V) N V) o N Ct\ t<l r- \0 t<l r- o co r- -.:t ..... -.:t \0 N r- o V) N -.:t t<l N o o ~ -- 00 V) -.:t ~ ..... .;, -.:t -c - '"0 ~ bO o ..... 't;j ii5 ..c:: u o:l Q) l%l I:: o ~ l%l o N t<l \0 \0 o V) N o Ct\ o \0 t<l N o ..... t<l -.:t \0 V) N r- oo ..... r- t<l o ..... r- -.:t N -.:t o -.:t N r- -.:t - \0 -.:t t<l o o ~ V) N -- t<l o <;! 00 o o t<l ~ o ~ bO o ..... 't;j ii5 ..c:: u o:l Q) l%l c:: o ~ o l%l 00 o \0 \0 N V) N t<l co - - o V) -.:t Ct\ Ct\ - t<l 00 o - \0 V) -.:t r- N -.:t -.:t co Ct\ -.:t o N Ct\ V) N t<l t<l \0 00 r- -.:t t<l o o N -- V) ~ t<l o t<l ~ - o t<l -c ~ bO ~ 't;j ii5 ..c:: ~ Q) l%l I o l%l V) co \0 \0 00 t<l t<l V) N o \0 '" t<l r- - - t<l r- V) -.:t t<l t<l t<l - N r- N Ct\ \0 t<l N V) o V) Ct\ - \0 - N o -.:t -.:t o o N -- t<l -- t<l o <;! co o o t<l ~ o ~ bO o ..... 't;j ii5 ..c:: u o:l Q) l%l I:: ! l%l N \0 \0 r- co \0 N 00 N t<l ..... -.:t \0 \0 t<l o N '" V) t<l - Ct\ V) V) N r- -.:t o -.:t ..... Ct\ N N Ct\ - t<l N \0 \0 Ct\ V) -.:t ~ o ~ M -- t<l V) -.:t ~ - , V) -.:t -c - '"0 ~ bO o ..... 't;j ii5 ..c:: ~ Q) l%l I:: .s ~ o l%l o o -.:t \0 V) V) N -.:t r- o - r- t<l t<l N \0 V) co V) o V) t<l o r- - o Ct\ Ct\ Ct\ Ct\ - o -.:t V) r- V) -.:t - 00 t<l V) o o ~ t:::: N V) - Oci 9 V) - ~ o ~ bO o ..... 't;j ii5 ..c:: ~ Q) l%l I:: ! l%l N o t<l r- Ct\ r- N N o t<l - ..... Ct\ -.:t \0 N N ..... o N - N \0 V) co co ..... \0 N N - ..... r- N r- \0 N V) N \0 co V) -.:t V) o o ~ r- -- N o o ~ - o o -c - ~ bO o ..... <oJ ii5 ..c:: u o:l Q) l%l c:: i o l%l - ..... V) t<l r- -.:t V) -.:t ..... - Ct\ N - Ct\ r- Ct\ V) - V) -.:t Ct\ co co o - - o ~ \0 \0 Ct\ Ct\ - V) N - -.:t o o N -- r- ::::. - o o N - o ~ - - ~ Q) u I:: Q) ~ o-l <oJ ii5 ..c:: ~ Q) l%l I:: .s ~ l%l V) N - -.:t r- -.:t r- -.:t ..... - N ..... - \0 V) 00 00 N Ct\ -.:t o 00 - - o V) - o ..... - o 00 ..... o N N - - -.:t o o N t::: -- - o <;! r- - o ..... -c '"0 ~ Q) u c:: Q) ~ o-l <oJ ii5 ..c:: u o:l Q) l%l I:: o ~ l%l -.:t o - - o V) co -.:t r- t<l o o o V) -.:t - -.:t N ..... o r- - o \0 Ct\ - o o ~ -- N V) - co 9 V) - ~ o ~ '" c:: o S <oJ ii5 ..c:: ~ Q) l%l c:: o ~ o l%l 00 N - - o r- -.:t -.:t ..... ..... o o o ..... o ..... -.:t ..... -.:t o V) N o \0 N ..... ..... o o ~ :::::: N o <;! r- o ..... -c ..... '"0 ~ '" I:: o S <oJ ii5 ..c:: u o:l Q) l%l I:: ! l%l r- V) o N o Ct\ 00 \0 ..... -.:t o o o Ct\ \0 N ..... \0 V) o N -.:t o ..... V) -.:t ..... o o ~ t:' N V) - co 9 V) ~ o '"0 ~ '" I:: o ;... o-l <oJ ii5 ..c:: ~ Q) l%l I:: o ~ o l%l \0 - Ct\ ..... o ..... -.:t \0 N ..... o o o r- ..... \0 V) V) o V) V) o Ct\ V) N ..... o o ~ t<l -- N o <;! r- o ..... -c ..... '"0 ~ '" I:: o ;... o-l .... o:l ii5 ..c:: u o:l Q) l%l I:: ! l%l Ct\ o o N o N \0 r- 00 -.:t o o o -.:t Ct\ N Ct\ Ct\ t<l o -.:t V) o N V) -.:t -.:t o o ~ V) ~ N o <;! co o o ..... ~ o ~ '" I:: o ;... o-l <oJ ii5 ..c:: ~ Q) l%l c:: ! l%l \0 V) r- - N N \C C7'I .... Q It'l - ~ OJ) (15 Q.c o \0 Ct\ -.:t V) o \0 \0 r- -.:t -.:t ...... o \0 o N o -.:t -.:t Ct\ t<l - V) ..... -.:t N -.:t ..... \0 -.:t o 00 N ..... r- ..... o V) - o - ..... V) N V) -.:t o o ~ V) ~ V) o o ~ co -- N o <;! r- V) ..... 00 o , V) - ~ o I o ..... -c - '"0 ~ '"0 ~ en I:: o S .... o:l ii5 ..c:: u o:l Q) l%l I:: o ~ o l%l '" I:: o S .... o:l ii5 ..c:: u o:l Q) l%l c:: ! l%l