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SIGNAL WARRANT ANALYSIS (01/2006) ~=n Kimley-Horn and Associates, Inc. SIGNAL WARRANT ANALYSIS Federal Highway (U.s. 1) & S.E. 1 ih Avenue LAS VENTANAS (f.k.a. GULFSTREAM LUMBER) BOYNTON BEACH, FL Prepared for: Epoch Properties, Inc. Winter Park, Florida 047502001 January 2006 @Kimley-Horn and Associates, Inc. Engineering Business Number C A00000696 4431 Embarcadero Drive West Palm Beach, Florida 33407 561/845-0665 TEL 561/863-8175 FAX chf:::~-:H~ik- Florida Registration Number 58636 JlL~ /oe - . .- ~=~ Kimley-Horn and Associates, Inc. - - .. - TABLE OF CONTENTS .. - SECTION PAGE .. INTRODUCTION . . . .. . . . . . .. . .. . .. . . . . . . .. . .. .. . .. . . . . . . . . . .. .. . .. .. . .. .. . . .. .. .. 1 - .. FUTURE SITE TRAFFIC.............................................................. 2 Traffic Generation.............................................................. 2 - .. BACKGROUND DATA................................................................ 3 - OPERATIONAL ANALySES......................................................... 4 Existing Configuration......................................................... 4 Proposed Configuration........................................................ 4 Comparison of Alternatives. ....... ... ......... ..... ... ..... ...... ........ ....4 .. .. ACCESS MANAGEMENT INVENTORy.......................................... 6 - - SIGNAL W ARRANT ANALySIS.................................................... 7 Signal Warrant Information. ... ............ ....... ...... ............. ... ... ... 7 Future Conditions Volume Warrant Analyses.............................. 8 - - CONCLUSION.......................................................................... 10 APPENDICES - A. Site Plan B. Future Site Traffic Information C. Traffic Volume Data D. Future Signal Warrant Volume Analysis - ,- - - .. - .. '- .. - 047502001-0106 Page i .. '. .. ~- ~=~ Kimley.Horn and Associates, Inc. .. - .- LIST OF TABLES ,. .- Table No. Title Paae .. - 1 2 3 Trip Generation Potential... ... ..... .......... ........ ............... 2 Summary of MUTCD Warrant Criteria........................... 7 Signal Warrant Volume Analyses: Future Conditions........... 9 .. - .. - .. - - - .. - ~#c<< - - - - - .. .a .. .. 047502001-0106 Page ii .. - .. - ~=~ Klmley.Horn and Associates, Inc. .. - .. - INTRODUCTION .. - The existing Gulf Stream Lumber site, which is located in the northwest quadrant of Woolbright Road and Federal Highway/US 1 in Boynton Beach, Florida, is proposed to be redeveloped to contain a mix of residential, retail, and restaurant land uses with a buildout date of201O. Currently, the site serves as a 14.64 acres lumber yard. A plan of the proposed site is included in Appendix A. .. - .. - .. '. Two site access points are proposed to be located on S.E. 12th Avenue, just north of the site. S.E. 12th Avenue forms a T-intersection with Federal Highway / US 1, which acts as the eastern boundary for the site. S.E. 4th Street also meets S.E. 12th Avenue just west of Federal Highway / US 1. Currently, there is no median opening on U.S. 1 at this intersection. A signal warrant analysis was performed at the request of the City of Boynton Beach to evaluate the potential for signalization of the intersection. -- - - - - - - Kimley-Horn and Associates, Inc. was retained to undertake an evaluation of the potential for signalization of this intersection. This evaluation included two components: - - . An inventory of relevant access management criteria . An evaluation of traffic signal volume warrant criteria .. - This report summarizes the analysis and findings. .. - .. .- - '. ,. ~- 042216002 Page I .. - .. - ~=~ Kimley-Horn and Associates, Inc. .. - .. - FUTURE SITE TRAFFIC .. - - The existing Gulf Stream Lumber site is proposed to be replaced with the following intensity and type of development: . General Commercial Retail: 43,359 square feet . Townhouse/Condominium: 20 Dwelling Units . Apartment: 474 Dwelling Units .. .. - .. .- .. Traffic Generation The expected traffic generation potential for this development was determined using rates and equations published by Palm Beach County and the Institute of Transportation Engineers (ITE). The internal capture and pass-by capture of traffic was also determined using rates and methodology published by Palm Beach County and ITE. Detailed calculations are included in Appendix B. Table 1 summarizes the trip generation potential for the site. .. - .. - .- - - - Table 1 Trip Gcncration Potcntial AM Peak Hour PM Peak Hour Daily (trips) (trips) (trips) Total In Out Total In Out Driveway Traffic 7,065 291 75 216 643 359 284 Change in External Traffic 4,751 158 (31) 188 312 246 65 .. - .. - .. .. - .. - 047502001 - 0106 Page 2 - ,- - - ~=~ Kimley-Horn and Associates, Inc. - - - BACKGROUND DATA - . - The following data were collected for use in the operational analyses and signal warrant analyses: . - - - Hourly turning movement volumes were collected from 7:00 AM to 9:00 AM and from 4:00 PM to 6:00 PM on July 7, 2005, at the intersection of S.E. 12th Avenue and Federal Highway/US 1. The turning movement volume summaries are included in Appendix C. - .. - - - - - - - - - - - - - - - - - - - .. - 047502001 - 0106 Page 3 - ~ .. - ~=~ Kimley-Horn and Associates, Inc. .. '- .. OPERA TIONAL ANAL YSIS - .. - Existing Configuration The current geometry allows eastbound right movements from S.B. lth Avenue onto Federal Highway/US 1, eastbound left turn movements from S.B. 12th Avenue onto S.E. 4th Street, southbound right and left movements from S.E. 4th Street onto S.E. 12th Avenue, southbound thru movements on Federal Highway/US 1, southbound right movements from Federal Highway/US 1 onto either S.E. 12th Avenue or S.E. 4th Street, and northbound thru movements on Federal Highway/US 1. A diagrammatic sketch of the currently allowed movements is included in Appendix C. - - - - - .. .. - - This intersection is located approximately 980 feet north of the signalized intersection of Woolbright Road and Federal Highway/US 1. The analyzed intersection is also located approximately 250 feet north of a southbound left turn lane onto Riviera Drive, and approximately 380 feet north of a northbound left turn into the existing site. - - - - - Proposed Configuration In order to accommodate a signal at the intersection ofS.E. 12th Avenue and Federal Highway/US 1, a median opening and a northbound left turn lane would need to be constructed. Also, the current configuration of S.E. 4th Street would result in safety problems. Therefore, it would be necessary to eliminate this leg entirely or physically restrict movements for this roadway to right-in, right-out maneuvers only. - - .. - .. - Comparison of Alternatives Several issues are evident when comparing the unsignalized and signalized configurations at the intersection of S.E. 12th Avenue and Federal Highway/US 1: .. - - · The link of S.E. 4th Street forms a T-intersection at S.E. 12th Avenue a matter of feet of the intersection in question. This particular scenario, while - .. - 047502001 - 0106 Page 4 .. - - ~=~ Kimley-Horn and Associates, Inc. - - - - already undesirable for safety reasons in its existing state, will only become more unsafe if a signal is incorporated because of the increase in the number and type of potential vehicle conflicts: and the potential of increased queued vehicles on S.E. 12th Avenue. . With the existing southbound left turn lane approximately 250 feet south of the project intersection on Federal Highway/US 1, a minimal amount of space is available to allow a northbound left turn lane on Federal Highway/US 1 at the project intersection. There is a potential that queues from one intersection may block the other intersection, resulting in conflicts and undesirable operating conditions. - .. - - .. - - - - - .. - - - ... - '.... - .. - - - - - - - 047502001 - 0106 Page 5 .. - - - ~=~ Kimley-Horn and Associates, Inc. - - - - ACCESS MANAGEMENT INVENTORY - - - The section of Federal Highway/US 1 adjacent to the site is classified as an Access Class 5 roadway with a posted speed limit of 40 miles per hour. Based upon these parameters, the standard signal spacing is a minimum of one-quarter mile (1,320) feet) apart. The signalized intersection of Woolbright Road and Federal Highway/US 1 is approximately 980 feet from the project intersection. - - - - - Additionally, the potential signal would create a new full median opemng approximately 250 feet north of an existing directional median opening, whereas the minimum distance required without a variance is 660 feet. Although this southbound directional median opening could potentially be closed, the spacing to the existing signal at Woolbright Road & U.S. 1 would still be substandard. - - - ... - - - '.... ~. .... - - - ...- - - - - 0427502001-0106 Page 6 - '. - - ~=~ Kimley-Horn and Associates, Inc. .. - - SIGNAL WARRANT ANAL YSIS - - - Signal Warrant Information To perform the analyses, the volume warrant criteria contained in Chapter 4C of the 2003 Manual on Uniform Traffic Control Devices (MUTCD) were considered. The eight warrants defined in the MUTCD are: - - - - Tahle 2 SUl11l11ar~ of:\1{ 'TCD Warrant Criteria --- ~- ~---- ---- -r-- ~- --- - -- ---- "'arrant , Description - -- - - - Minimum Vehicular Volume, Condition A, is intended for application at locations where a large volume of intersecting traffic Warrant 1 is the principal reason to consider installing a traffic control signaL Eight Hour Vehicular Interruption of Continuous Traffic, Condition B, is intended for application at locations where Condition A is not satisfied and Volume where the traffic volume on a major street is so heavy that traffic on a minor intersecting street suffers excessive delay or conflict in entering or crossing the major street Warrant 2 Four Hour Vehicular Intended to be applied where the volume of intersecting traffic is Volume the principal reason to consider installing a traffic signal. Warrant 3 Intended for use at a location where traffic conditions are such that Peak Hour for a minimum of I hour of an average day, the minor-street traffic suffers undue delay when entering or crossing the major street Warrant 4 Intended for application where the traffic volume on a major street Pedestrian Volume is so heavy that pedestrians experience excessive delay in crossing the major street Warrant 5 Intended for application where the fact that school children cross School Crossing the major street is the principal reason to consider installing a traffic control signal. Warrant 6 Progressive movement sometimes necessitates installing traffic Coordinated Signal System control signals at intersections where they would not otherwise be needed in order to maintain proper platooning ofvehicIes, Warrant 7 Intended for application where the severity and frequency of Crash Experience crashes are the principal reasons to consider installing a traffic control signal. Warrant 8 Installing a traffic control signal at some intersections might be Roadway Network justified to encourage concentration and organization of traffic flow on a roadway network. Source: 2003 Manual on Uniform Traffic Control Devices - . . - - - .. - - - - - - - .. - .. - .. - Based upon the descriptions of each of the warrant criteria contained in the MUTCD and the traffic, pedestrian and roadway characteristics in this case, the following warrant criteria are considered: - - .. .- 0427502001-0106 Page 7 - - .. - ~=~ Kimley-Horn and Associates, Inc. - - - - · Warrant 1, Condition A - Eight Hour Vehicular Volume, Minimum Vehicular Volume · Warrant 1, Condition B - Eight Hour Vehicular Volume, Interruption of Continuous Traffic · Warrant 2, Four Hour Volumes - - - - - Information including posted speed limits and the proposed future intersection configuration were used in addition to the traffic volume data to perform the analyses. The right turn volumes on the minor street approach were not included in the overall minor street traffic volumes. - - - - Future Conditions Volume Warrant Analyses - - - Traffic generated by the proposed redevelopment of the Gulfstream Lumber site was added to the existing volumes to determine the expected future traffic conditions at the study intersection. Peak hour project traffic was calculated based on rates and equations published in the Institute of Transportation Engineers' (ITE) Trip Generation, Seventh Edition and Palm Beach County. In order to accurately depict how the intersection will operate based on its signalization, traffic assignments and volumes were adjusted to assume a median opening and northbound left lane, which will allow the intersection to be fully accessible. Furthermore, this required the reassignment of some traffic currently on S.E. 4th Street and on S.E. 12th Avenue, because it is expected that it would be necessary to restrict S.E. 4th Street to right-in, right-out only movements because of safety reasons. Also, the original analysis for this site assumed an unsignalized intersection without full access; therefore, the overall project traffic assignment was modified to allow project traffic to access the site via northbound left movements, and to allow exiting of the site via eastbound left movements that would now be allowed by the signalization. - - - - - .. - - - .. - ... - The future signal warrant analysis compares the total future expected traffic volumes to the volume warrant criteria. Only four hours during the a.m. peak and p.m. peak were evaluated for this analysis. Table 3 summarizes the volume warrants at the .. - - - 0427502001~106 Page 8 - .- .. - ~=~ Kimley-Horn and Associates, Inc. .. - .. - intersection for total future conditions. Detailed calculations and summary tables are included in Appendix D. .. - - - - - - - - SE 12th Avenue & Federal Hw IUS 1 Criteria met during 0 of 4 hours analyzed Criteria met during 4 of 4 hours anal zed Criteria met during 2 of 4 hours analyzed .. .. - As indicated in this table, the criteria for Warrant lA were not met during any ofthe four peak hours analyzed. The criteria for Warrant lB were met during 4 of the 4 hours analyzed; however, during both of the a.m. peak hours, the minor street volume criteria were met by two vehicles or less. This is considered to be "borderline" and it is therefore unlikely that the criteria would be met for a total of eight hours. For Warrant 2, the criteria were met during two of the four hours that were evaluated. The ability to satisfy these warrant criteria for a total of four hours .. - .. - - - is not certain. .. .. - .. .;,.., - - .. 0427502001-0106 Page 9 - - - ~PI L<u~" I'.. ~iiiu Kimley-Horn and Associates, Inc. - - - CONCLUSION - .. - An evaluation was undertaken to analyze the potential for signalization at S.E. 12th Avenue and Federal Highway/US1. Following is a summary of the issues that were evaluated: .. - - .... · Access Management Criteria. Federal Highway/US 1 is classified as an Access Class 5 roadway. The minimum signal spacing distance is 1,320 feet based upon this classification. The spacing to the existing signal at Woolbright Road & U.S. 1 is only 980 feet; therefore, a variance from FDOT standards would be required. Furthermore, the proposed signal would only be 250 feet north of the existing southbound directional median opening to the south, compared to a minimum spacing requirement of 660 feet for an Access Class 5 roadway. · Operating Conditions. The current configuration of S.E. 4th Street and S.E. 12th Avenue would result in vehicular conflicts if a full median opening were created on U.S. 1. At a minimum, it would be necessary to restrict S.E. 4th Street to right-in, right-out only access or close this connection entirely. In addition, the close spacing to the directional median opening to the south would create the potential for queues from one intersection blocking the other. · Signal Warrant Criteria. Volume Warrant Criteria contained in the MUTCD were reviewed with respect to the expected volume of traffic generated by the redevelopment of the Gulfstream Lumber site that will utilize thisaccess point. This analysis indicated that Warrants lA, IB, and 2 are not expected to meet the Signal Warrant criteria. - - - . - - - - - .. - ... - .. - .... Therefore, it was determined that a signal is not expected to meet warrant criteria at the intersection of S.E. 12th Avenue and Federal Highway/US 1 and that existing geometric and access management conditions present challenges related to the installation of a signal at this location. ... - - - 0427502001-0106 Page 10 - - tIlII - ~=~ Kimley-Horn and Associates, Inc. - - - APPENDICES .. - .. A. Site Plan - B. Future Site Traffic Information - C. Traffic Volume Data - - D. Future Signal Warrant Volume Analyses - .. - .. .- .. - - - - .. - - .. - .. '- - - .. - ~=~ - - - Kimley-Horn and Associates, Inc. APPENDIX A - - - - - - - - - - - - - - - .... .... - ., - ... .... - - ., - Site Plan ~----~~- -- Aa 3l.VO MY:' toto SNO~ N _..... ___~...... 1VJS :lva quoWWO:) U1UU1lId _lIlal ~IC lIu) ""J lIIl-Dll Cut) ........ .1.1_ ..... ,. - - - - -- ..~ lOt 9tS6\: /AVO 1INI 'll&.VDDISV CINW ~ eocg @) .... NM'ttlO '001 'S8J8POS8V pue ~_~ - -........ ....." 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ZOljIlJtO'kluoN ~q WDQ;:O~ GQOl; 'ZZ no Z U3OHO:l liMp'd$ U3OHO:l\l..o:lHOO\CICI't:)\lClCIZGllLto\llI - 6U1MlUO - ~=~ ,.., .. - Kimley-Horn and Associates, Inc. APPENDIX B .. - .. - .. - .. - .. - - - - - .. - - ,- .. - .. - - - - .. Future Site Traffic Information ... '. ... .. .. ., ... .. .... .. ... .. .. ... ... .. ,,,. ""' '~l!iII oil ... .. ..... .. ... ... '.... TABLE 1 GULF STREAM LUMBER SITE TRIP GENERATION Land Use Intensity Daily AM Peak Hour PM Peak Hour Trips Total In Out Total In Out Existinl! Site Traffic General Light Industrial 14.64 acres 618 110 91 19 171 38 133 Pass-By Traffic General Light Industrial 5.0% 31 6 5 I 9 2 7 Existing External Trips 587 104 86 18 162 36 126 Existing External Trips (with 110% redey. Credit) 646 114 95 20 178 40 139 Proposed Site Traffic Commercial Retail 43,359 s.f. 3,954 45 27 18 361 173 188 Townhouse/Condominium 20 d.u. 140 14 2 12 16 11 5 Apartment 474 d.u. 3,318 236 47 189 294 191 103 Subtotal 7,412 295 76 219 67/ 375 296 Internal Capture Daily AM PM Commercial Retail 4% 4% 4% 174 2 I I 14 7 7 High Turnover Sit-Down Restaurant 4% 4% 4% 0 0 0 0 0 0 0 Townhouse/Condominium 5% 1% 5% 7 0 0 0 I 0 I Apartment 5% 1% 5% 166 2 0 2 13 9 4 Subtotal 347 4 1 3 28 16 12 Pass-By Traffic Commercial Retail 44.1% 1,668 19 II 8 153 73 80 High Turnover Sit-Down Restaurant 15.0% 0 0 0 0 0 0 0 Subtotal 1,668 19 11 8 153 73 80 Proposed External Trips 5,397 272 64 208 490 286 204 Total Driveway Volume 7,065 291 75 216 643 359 284 Change in External Trips (proposed-Existing) (with 110% redev. Credit) 4,751 158 (31) 188 312 246 65 Note: Trip generation was calculated using the following data: Daily Traffic Generation General Light Industrial [ITE 110] = T = 42.22(X) + 263.11 Commercial Retail [P.B.C.] = Ln(D = 0.64 Ln(X) + 5.87 Townhouse/Condominium [P.B.C.] = T = 7 trips per dwelling unit Apartment [P.B.C.] = T = 7 trips per dwelling unit AM Peak Hour Traffic Generation General Light Industrial [ITE 110] = T = 7.51 trips per acre; (83% in, 17% out) Commercial Retail [P.B.C.] = T = 1.03 trips per 1,000 s.f.; (61% in, 39% out) Townhouse/Condominium [P.B.C.] = Ln(T) = 0.80 Ln(X) + 0.26; (17% in, 83% out) Apartment [P.B.c.] = T = 0.49(X) + 3.73; (20% in, 80% out) PM Peak Hour Traffic Generation General Light Industrial [ITE 110] = T = 3.68(X) + 116.82; (22% in, 78% out) Commercial Retail [P.B.C.] = Ln(T) = 0.66 Ln(X) + 3.40; (48% in, 52% out) Townhouse/Condominium [P.B.C.] = Ln(T) = 0.82 Ln(X) + 0.32; (67% in, 33% out) Apartment [P.B.C.] = T = 0.62 trips per d.u.; (65% in, 35% out) Retail Pass-By [P.B.C.] = % = 45.1 - 0.0225(X) ~iiii~ Kimley-Hom p:1047510200 1 Iro 1 Obis] /rIp ...sen 112512006 /.'26 _ and Associates, Inc. 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I- ...I c( z 0:: ~ ~ 0 ~;n 1'i W 2' ~ '" I- 1;; W 1;; W U ,1; Z ;n ~ Ii ~Cl a.g. ~1- * ~,t. ........ ... o . ~~ .. a. .. oU ::;'iii ~d S. * '" ~ ~ ~ > oe o .. K .; ~ go 8 8~ ~~~~ ~~~~ _Q..o..... II II II II :5 CD CD Q) 'i? ~lH ~~~~ u:a..&. - . - ~=~ .. - .. ... Kimley-Horn and Associates, Inc. APPENDIX C .. - .. .- .. - .. - .. . .. .. - - 'iM '. - .111 .. .. .. - .... Traffic Volume Data '. - .. - - - <iIiIJ - .. - Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 (561) 272-3255 Fax (561) 272-4381 - SE 12TH STREET & SE 4TH AVENUE & US1 BOYNTON BEACH, FLORIDA COUNTBD BY: JACKIB CASSIDY HOT SIGNALIZBD, SB & BB STOP .. ALL VBHICLKS FEDBRAL HIGHWAY/US1 FBDERAL HIGHWA SE 12TH AVBNUE SB 4TH STRBBT From Horth From South From West From Northwest RIGHT Left LEFT H1i Lf Tr 1 'h Peak Hour Analysis By Entire Intersection for the Period: 07:00 on 07/07/05 to 08:45 on 07/07/05 Time 07:45 07:45 07:45 07:45 Vol. 772 22 2 0 540 37 40 39 35 Pet. 96,9 2.7 0.2 0.0 100.0 48.0 51.9 52.7 47.2 Total 796 540 77 74 High 08:15 08:30 08:15 08:00 Vol. 207 11 1 0 146 12 9 14 12 Total 219 146 21 26 PHF 0.909 0.925 0.917 0.712 '- .. ,- - - .. - - ,- ... SE 4TH ST ERAL HI CHWA 'US 22 772 548 2 "\J ~ ~ t 1336 113 AUDtUE 57 <E- 87I'liJ~l'85 liJ7:4 aM 88:38aM 37 S 134 1487 48 ~ l' N 1391 -J, i 851 54liJ EDERAL HICHWAY/uS - ... - ... - - - .. - .... '* - - - ... - - Study Name: 12AV_US1 Site Code : 00050187 Start Date: 07/07/05 Page : 2 ALL VEHICLES FEDERAL HIGHWAY/US1 FEDERAL HIGHWA SE 12TH AVBIUB Prom Borth Frol South Prom West RIGHT Left Thr Ri ht T L f T R' b T Peak Hour Analysis By Entire Intersection for the Period: 16:00 on 07/07/05 to 17:45 on 07/07/05 Time 16:45 16:45 16:45 16:45 Vol. 718 26 3 0 1041 53 43 46 42 Pet. 96.1 3.4 0.4 0.0 100.0 55.2 44.7 52.2 47.7 Total 747 1041 96 88 High 16:45 17:15 17:00 17:00 Vol. 195 8 0 27214 15 16 12 Total 203 272 29 28 PHF 0.920 0.957 0.828 0.786 - . .'. Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beacb, Plorida 33444 (561) 272-3255 Fax (561) 272-4381 . SB 12TH STREET & SE 4TH AVEIUE & USl BOYITOH BBACH, fLORIDA COURTED BY: JACKIE CASSIDY HOT SIGNALIZED, SB & EB STOP ~ . Study lale: 12AV_USl Site Code : 00050187 Start Date: 07/07/05 Page : 3 .. - - .. - .. '- - IE 4TH ST - ~EDERAL HICH ".S 26 1114J. 3 718 56 " "-J ~ ~ 1- 46'), 1788 42 ~ 144 - - - AUIHJE - - 68 <E- 117.187.195 114:45PM 1I:I:311PM 1972 - 53 ~ 164 43 ~ l' '..... N - 1848 .. ,J.. i 887 11141 EDERAL HIGHWAY/uS '. .. - - - - - '. .. - .. - - .. - - .. - . - - - - ,. .. - .. - - - .. .. '. .. , - ' .. J"vL'1 '7 z'oo r , J . Boy f..lTOJJ l3rfACf.( I (:= LolL I OA J>,(Ac.-,...... By ~ ,< e. v I j,( M. ~ ~A t-c..y - - - ,. - ~=~ .. - ,. - Kimley-Horn and Associates, Inc. APPENDIX D - - .. - - - .. .- - - - - - - - - - .. - - - .. - - - - .. Future Signal Warrant Volume Analyses ... '. ,. - - .. - .. - .. - .. .- .. - - - - - .. - - ,- - - - - - - - ,- SIGNAL WARRANT ANALYSIS - GULFSTREAM LUMBER FUTURE VOLUME WARRANT ANALYSIS - GULFSTREAM LUMBER INTERSECTION NAME: SE 12th Street & Federal Highway / US 1 COUNT DATE: 07/07/05 MAJOR STREET: Federal Highway / US 1 # OF APPROACH LANES: 2 MINOR STREET: SE 12th Street # OF APPROACH LANES: ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000 (Y OR N): N 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): N MAJOR ST MINOR ST WARRANT lA WARRANT lB BOTH HIGHEST MAJOR MINOR MAJOR MINOR WARRANT 2 APPROACHES APPROACH STREET STREET BOTH MET STREET STREET BOTH MET Four-Hour N/S THRESHOLD VALUES ~ 600 150 900 75 06:00 AM TO 07:00 AM 07:00 AM TO 08:00 AM 1,266 76 Y Y Y Y 08:00 AM TO 09:00 AM 1,489 77 Y Y Y Y 09:00 AM TO 10:00 AM 10:00 AM TO 11:00 AM 11:00AM TO 12:00 PM 12:00 PM TO 01:00 PM 01:00 PM TO 02:00 PM 02:00 PM TO 03:00 PM 03:00 PM TO 04:00 PM 04:00 PM TO 05:00 PM 1,992 104 Y Y Y Y y 05:00 PM TO 06:00 PM 2,081 111 Y Y Y Y y 06:00 PM TO 07:00 PM 07:00 PM TO 08:00 PM 08:00 PM TO 09:00 PM 09:00 PM TO 10:00 PM 6,828 368 0 4 2 8 HOURS NEEDED 8 HOURS NEEDED 4 HRS NEEDED NOT SATISFIED NOT SATISFIED NOT SATISFIED p:\0475\02001\[signal warrant.x/s]fuwarrant-w gulf stream lumber 111""'1__" Kimley-Horn ~ U and Associates, Inc. Gulfstream Lumber - Unad'usted Existin.. Traffic without Proiect PSCF: 1.10 Minor Street Minor Street Major Street Major Street SE 12th Avenue SE 4th Avenue Federal Hwy I US 1 Federal Hwy I US 1 Peak Hours EBL EBT EBR SEBT SEBR NBL NBT NBR SBT SBR SBR (2 07:00 AM to 08:00 AM 35 37 23 24 495 715 20 1 08:00 AM to 09:00AM 36 42 46 37 608 816 26 4 04:00 PM to 05:00 PM 50 35 51 45 1018 814 28 3 05:00 PM to 06:00 PM 57 44 56 39 1158 767 24 3 - - - .. SIGNAL WARRANT ANALYSIS - GULFSTREAM LUMBER - Count Date: - - - ... - .- Count Date: 71712005 PSCF: 1.1 0 Major Street Federal Hwy I US 1 SBT SBR - Peak Hours Major Street Federal Hwy I US 1 NBL NBT NBR - 07:00 AM to 08:00 AM to 04:00 PM to 05:00 PM to 35 36 50 57 08:00 AM 09:00 AM 05:00 PM 06:00 PM 43 54 48 58 495 608 1018 1158 - - .. Count Date: 71712005 PSCF: 1.1 0 Major Street Federal Hwy I US 1 SBT SBR ,- Gulfstream Lumber - Pro' eet Traffic Minor Street SE 12th Avenue Peak Hours EBL EBT EBR Major Street Federal Hwy I US 1 NBL NBT NBR - .- 07:00AM to 08:00AM 41 6 08:00 AM to 09:00 AM 41 6 04:00 PM to 05:00 PM 54 9 05:00 PM to 06:00 PM 54 9 6 6 29 29 11 11 14 14 - - .. Count Date: 71712005 PSCF: 1.1 0 Major Street Federal Hwy I US 1 SBT SBR Major Street Federal Hwy I US 1 NBL NBT NBR - Peak Hours 07:00AM to 08:00 AM 76 08:00 AM to 09:00AM 77 04:00 PM to 05:00 PM 104 05:00 PM to 06:00 PM 111 506 619 1032 1172 .. 49 60 57 67 6 6 29 29 - ~_... KimIey-Hom Illo...J_U and Associates, Inc. .... - .. - - - .. - 71712005 715 816 814 767 21 30 31 27 14 14 68 68 4 4 18 18 729 830 882 835 25 34 49 45