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TRAFFIC IMPACT ANALYSIS (APR 2005) TRAFFIC IMPACT ANALYSIS HIGH RIDGE RESIDENTIAL April 8, 2005 MlI4mi 1 l___.. . Prepared For New Urban Communities, Inc. Prepared by YVONNE ZIEL TRAFFIC CONSULTANTS, INe. 1144086 STREET NORTH WEST PALM BEACH, FLORIDA 33412 (561) 624-7262 ') (! \ .. \ Lyvoune Zi'cl~~ \ .1,\ n:. RE.G. # 42132 _/ \) 'f \ Cj 'c:.u-S TABLE OF CONTENTS INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 ASSURED CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . 1 BACKGROUND TRAFFIC ..................................................... 1 MAJOR PROJECTS ........................................................... 3 TRIP GENERATION ...................................... '. . . . . . . . . . . . . . . . . . . . 3 TRIP DISTRIBUTION .......................................................... 3 PERFORMANCE STANDARDS ANALYSIS ...................................... 6 Part Two - Link Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Intersection Analysis ..................................................... 6 Test Two .............................................................. 9 Driveway Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 CONCLUSION ............................................................... 9 APPENDIX A - GROWTH RATE WORKSHEET LINK SIGNIFICANCE WORKSHEETS APPENDIX B - INTERSECTION CAPACITY WORKSHEETS INTERSECTION TURNING MOVEMENTSUMMARffiS LIST OF TABLES TABLE TITLE PAGE 1 Trip Generation Rates ...............................;.................... 4 2 Trip Generation ......................................................... 4 3 Projected AM Peak Hour (2008) Traffic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 4 Projected PM Peak Hour (2008) Traffic ...................................... 7 11 FIGURES 1 2 3 4 LIST OF FIGURES TITLE PAGE Site Location ..................................................... 2 Trip Distribution .................................................. 5 Future (2008) Peak Hour Traffic Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Driveway Volumes ............................................... 10 III INTRODUCTION Yvonne Ziel Traffic Consultants, Inc. was retained to perform a Traffic Impact Analysis to assess the traffic impact of a proposed 48 unit single family and 126 town-home project. The site is located along the northwest comer of High Ridge Road and Miner Road as shown in Figure 1. Build-out is anticipated in 2008. ASSURED CONSTRUCTION The Palm Beach County and FDOT Five-Year Road Program do not include any widening projects in the vicinity of the site. BACKGROUND TRAFFIC Growth Rate Analysis The Palm Beach County Urban Study Area Traffic Volume Growth Tables provided by the Palm Beach County Engineering Department, includes historical traffic count data for the roadways within the impact area of the project. The growth rate for the roadways were determined from these tables, and were applied to the individual links to determine background traffic growth to 2008. Since the growth rate is negative for High Ridge Road, a nominal rate of 1 percent was used. Appendix A contains a table with the growth rate calculations. ~ Lantana Rd. Hypoluxo Rd. Q) > <( en en ~ Cl c: o () Miner Rd. Gateway Blvd. YVONNE ZIEL TRAFFIC CONSULTANTS, INC. TRAFFIC ENGINEERING & PLANNING 1144086 Street North, West Palm Beach, Florida 33412 Telephone 561-624-7262 - Fax561-624-9578 12th Ave. South "'C c::: Q) Cl "'C c::: .c .2' I LO 0> I . FIGURE 1 HIGH RIDGE RESIDENTIAL SITE LOCATION J NTS. MAJOR PROJECTS The Palm Beach County (PBC) Engineering Department's major project spreadsheet was consulted to locate those projects needed to be reviewed for consideration in projecting background traffic. There were no projects to be included on High Ridge Road. TRIP GENERATION Trip generation was performed using the rates found in the Palm Beach County Impact Fee Ordinance, and the Institute of Transportation Engineers', Trip Generation. 7th Edition for the peak hour. Table 1 shows the trip generation rates used and Table 2 the trips generated by the proposed project. Trip generation resulted in 1,362 daily trips, 105 AM peak trips and 128 PM peak trips. Based on the peak hour trips generated by the project, the radius of development influence is two miles. TRIP DISTRIBUTION Trip Distribution was based on the FSUTMS model. Figure 2 shows the percent project trips and the project volumes on the impact area roadways. Appendix A includes the AM and PM link significance levels for all of the impact area roadways. . . 3 1'-(") O"<t "<t I- (") (") l- NN "<t X (/)X I-W o..W Z Ci: Wo:: (")1'- Uw <0<0 1-0:: l!)0) "<t 0::1- ~W (")"<t CO Wz <(I- o..w wZ o..W (,,)N ::2:....J l!)(") CO l!)(") 0..<( l!)I'- N 0.. 00 I- ..- 0:: + + 0 XX l- I- ....J ZZ ~ <( ....J ....J <((/) I- .. .. WW 0 ON 0..1- I- 0) CO ::2:<( II II 1-1- 0..0:: ZZ ....J....J l!)(") N ..- "<t I- I'-CO t: (") l!) CO X X I-W W Z W l!)I'- (/)0:: uo:: N..- Q;w ..- ..- ..- o::W U ..- ..- N WI- CIl 0::1- o..Z 0.. I-Z W ~W (")<0 Z <(....J ....J '<1:"! 0 ....J W<( (,,)N l!) <( E <( 0..1- "<t<O 0 i=(/) 0)0 i= ::2:0 ..- + + Zw 0.. -X 0 Z <(I- (Sz W WI- 0:: ....J O....J W 0<( I- ~ 1'-" I Oz U50:: 'a I- U50 ~(/) Oco I'- Wz 0 II II' Wi= ..-0::0 <(W I- 1-1- Z NO::<( WW- WI- 0 Wwo:: ....J(91- 0..<( Z ....J ~ ....J(9W CIlO~ ::2:0:: CIlOZ <(-W <( <(-W I-O::z W 1-0::(9 Ww Z Wo.. (9(9 01'- W (9- ON N 90.. ..- (9 00:: coco <0 -I- "<tCO (") 0::- 0.. 0:: I[:: (/) ..- W 0:: I I-(/) ~ l- I- (9 I 1-<( (/) I OQ; 00:: 0:: <(0:: <(0.. W I- 0:: W I- Z (9 Z W 00 Z ..- (") 0 co <0 N N i= W "<tN W <( t::! ..- 0 l- (/) WO 0:: t:U 0 0.. (/) Z I <( I l::: 0:: l::: 0 I- 0 0 L1.. 0 Z 0 Z 0 W 0 U I- U -- ::l -- L1..L1.. I- L1..L1.. (/)::2: i= (/)::2: I __ I __ U; ....J ....J (/) ....J....J ::2: <(<( Z <(<( 0.. l!)o.. W i=i= W i=i= .Ci: (/) ZZ W (/) ZZ 0<0 ::l WW U ::l WW I- ~(") .....J a." 0 00 0:: 0 00 <( <(~ Z (/)(/) ::l Z U5U5 l- I <( WW 0 <( WW 0 CON 00 ....J 0::0:: (/) ....J 0::0:: I- 5% 14 LEGEND Percent of Project Trips on Link Number of Project Trips on Link 0.09 Percent of LOS "D" Capacity ~ o ...... ~G ';F. " e:::: m Q) ~ U o ffi ~ ~ ~ o o -I I 12% I / / ! * \ I ~ <( en en ~ Cl c: o () YVONNE ZIEL TRAFFIC CONSULTANTS, INC. TRAFFIC ENGINEERING & PLANNING 11440 86 Street North, West Palm Beach, Florida 33412 Telephone 561-624.7262 - Fax 561-624-9578 I I 1-- 15 0.49 m ~ C\I j::... m 0 ';F. ...... l") o o 2% 3 0.05 Gateway Blvd. (l) '*' ...... (l) ex) 0 r---. 24% 31 0.66 I LO :,*,v N ~N6 " ~ ..... e:::: o u:;~ Q) g l") Cl '" 0::1 ..c:! i-~ ';fe co ~ :; LO M . --Miner Rd. / ~ ....../ o C\I Cl:! ~ ..... ..q 19% 31 % 24 40 0.78 0.85 ~ ..... ~ ....... N C\I C\I 0 12th Ave. South I -----1 ) NTS. HIGH RIDGE RESIDENTIAL PROJECT TRAFFIC DISTRIBUTION AND ASSIGNMENT 5% 6 0.21 Lantana Rd. 50% 50% 351 1.07 351 1.07 Hypoluxo Rd. ex) ~ 0 N ('t) ci ..----- I I I I ijl J: I I ~ co iii Q) o III Q) en 10% 13 0.41 ex) ';$. C! C\I l") 0 FIGURE 2 PERFORMANCE STANDARDS ANALYSIS Part Two - Link Analysis Table 3 shows the AM peak hour two-way analysis with the project trips and background growth with the performance standards analysis on those links in the project impCict area. Table 4 shows the same information for the PM peak hour. Figure 3 shows the above PM peak information on a map. The roadway with significant project traffic meets the LOS standards. Intersection Analysis Capacity analysis, using a spreadsheet based on the 1985 Highway Capacity Manual Critical Movement Analysis, was performed at the signalized intersections on either side of the directly accessed thoroughfare roadway link where project traffic was one percent significant. Therefore, we analyzed the signalized intersections of High Ridge Road with Hypoluxo Road and Gateway Boulevard.. The turn count data was obtained from the Palm Beach County Traffic Division and adjusted to peak season using the FDOT seasonal adjustment factors. The CMA Intersection analysis resulted in the following critical movements: INTERSECTION High Ridge Rd. & Gateway Blvd. High Ridge Rd. & Hypoluxo Rd. AM PM 1,301 1,022 1,252 1,015 STATUS NearlUnder Capacity NearlUnder Capacity The intersection meets the CMA analysis. Appendix B contains the intersection analysis worksheet and FDOT Seasonal Factors for Palm Beach County. 6 ~ (j) Z ....JO <(- -I- 1-- ZO UJZ 00 U5() UJ() Ma:=u:: UJUJu. ....JO<( COOa:= <(-I- 1-a:=:::E UJ<( 00 QUJ a:=1- I() O~ -0 Ia:= a.. .... ",,;if ....J zUJ 0> -UJ (j)....J (j) o ....J CO....J() 0<(- Ol-u. NOll.. I-~ I- I-(j) ()a.. UJ- ,a:= 01- a:= a.. a:=I coO~ O~O O() N<(a:= COO '<T~~ O<(u. OUJu. Na..~ I- (j) a.. o _ <(() ....JO u.(j) OUJ =l:t:Z <( ....J :::E It) a.. O'<T 'M .... .. a..... <(0 I ., COM 00 COM .... 0 M~ COCO I""- 0) It) CO COCO COo) '<Tit) NN M M 0)0) 1""-1""- I""- I""- (j) Z o E ....JO <(Z i=0 Z() UJ() 0- -u. (j)u. '<T~~ WUJI- ....J0a:= COO:J <(-0 I-a:=I UJ~ 0<( QUJ a:=a.. I:::E o a.. IUJ a:= :J I- :J u. 00 COCO ~ '<T_ T'" T'" NN "0 a:= o X :::l '0 a. >- Z I o '02 i= (j)i:i) <( () 0'0 o ~(j) ....J UJ :::E <( Z I- UJ UJ a:= I- (j) 00 a:=a:= UJUJ 00 00 "" II 00 II ....J co.... zUJ ~~ 0> M'<T -UJ (j)....J (j) 0 coco ....J co....Ja:=() 0) It) O<(IU:: CO CO Ol-~u. CO CO NO <( I-<(a:= ~I- l- CON () It) I""- a:=UJ(j) I'a.. 0_ ~a:=a:= a.. a.. I- COa:=a:=I '<T'<T OIOI- NN ~~~~ a..()0 <(a:= COo '<T~a:= 0)0) O<(:J CO CO OUJO It) It) Na..I ~ 00 CO CO <( CI) _ '<T_~ W 0 - a......JP T'" T'" CI) NN u.UJ O~ =l:t:....J "0 a:= 0 X :::l 0 a. >- Z I 0 ..... Q) 0_ i= (j)i:i) <( 0'0 () 0 ~(j) ....J 00 UJ a:=a:= :::E UJUJ <( 00 Z 00' I- "" UJ UJ II a:= o O. l- II CI) - <'ilIl "OIl M ~~ B 611 151 118,26 907 LEGEND LEVEL OF SERVICE EXISTING 2004 TRAFFIC YEAR 2005 GROWTH PROJECT TRIPS TOTAL TRAFFIC \ Lantana Rd. Hypoluxo Rd. ~ <( Vl Vl ~ Cl c: o () '0 c::: Q) Cl I '0 [i: lD ~ '<t ~ ffi .c 10 N CD.!2l I . , Miner ~d/ lD 0> NI~ ffi ~ I"- ICD Gateway Blvd. YVONNE ZIEL TRAFFIC CONSULTANTS, INC. TRAFFIC ENGINEERING & PLANNING 11440 86 Street North, West Palm Beach, Florida 33412 Telephone 56Hl24-7262 - Fax 56Hl24-9578 12th Ave. South L{') 0') I $! m in Q) .... (J m Q) en ~ I HIGH RIDGE RESIDENTIAL FIGURE 3 FUTURE (2008) PM PEAK TRAFFIC CONDITIONS ) NTS. Test Two There are no Test Two impacted roadways within the project impact .area. Driveway Analysis The project's turning movements and daily driveway volumes are shown in Figure 4. The project has one access points along High Ridge Road. Based on the projected driveway volumes, a northbound left turn lane will be required at the project entrance. CONCLUSION The project meets the Palm Beach County Traffic Performance standards and may be approved. 9 ~ ~ ( L8 ) 6 .. r ( Lv ) Z:~ 1r 0) 10 ..... N ~ ~ r-- r-- C') v o a::: a::: w z ~ 'OCf 380lCf H81H Cl Z W C) W ..J D ! ~ > D > ~ ~ i';;~ O .. !! D 0 ~ ~ ~ t- Q. :3 ;~ .... J I (f) .- Z (J 0 W ~ .., Z o 0 0:: u a.. u ..J u.. <C ~ i= g: z w C - tJ) w 0:: w e" C ~ :t: e" - :t: CX)"t" o l1J o ex: N ::J _S2 0::: u.. :::J o :r: ~ ~ W (l. ~ (l. W 0::: :::J I- :::J u.. ~0 ..... _ Z ~ LLI ,::!: ~ CI) 2; . -I-~ ~ NZ~ i LLli$oll , ;..J (l) a Z~Z < CI)-< Zzffi i OO;:~ U (l) ~ z : ~~~ ~ u..u..~ ~ ~ ; .- : ~ ) ,,- ~~)~ v~ APPENDIX A GROWTH RATE WORKSHEET LINK SIGNIFICANCE WORKSHEETS ...;J.m -z 1-0 .011I m i= 0<( --I _~::::l e::~ w<( ,<II Cl U ow -I- ..~ e:: <( we:: ClJ: ",,01- ~s: J:O Cle:: J:Cl J: I-wo S:I-W o<(m e::e::::::l Cl J: I-I-W m s: I-~ -0 J:e:: Cl w :E ::.:::::::l <(-I wO a.> e:: <( w >- w :E ::.:::::::l <(-I wO a.> e:: <( w >- :E lOa. 00) ,,:.M 0. .. <(l;; cON 00 -.r~-.rOOIO-.rIONOO-.rONO ~COOOO-.rCON"'OOr--.OIO... MM<c"";"";..f..fcci<cooMo"";""; -.r...-.rCOCOIO-.rIONOO-.r...NO ...COOO)O)-.rCON...OOr--....IO~ MM<CMM..f..fcci<cooM"";"";""; I I 00 I ... ... I , M(O.....OONM-.r-.r -.ro)NOOo)~COO O)r--.Or--.r--.OCOr--.M ai CJ:i .0 .0 .0 M M co" .0 NM-.r MMMN -.rr--.NCO NO)(OO N-.r 1.0 1.0 r-: a:i (0- r-: MMM..... -.r-.r-.r-.r-.r-.r-.r-.r-.r-.r-.r-.r-.r-.r-.r 000000000000000 000000000000000 NNNNNNNNNNNNNNN r--.-.rr--.COCO(Or--.N...-.rIOOCOM-.r COO)IOMMM-.rr--.r--.r--.N-.rO-.r-.r NCOr--.-.r-.rOMIO.....NCOMCOO)O) r--." N r-:CJ:iCJ:i ai ai 0 ~ M~ M ai ~ CJ:i NMM NNMN..........MMM..... ~...-~.....,...,...,...........-...-......,.....,.-,........ 000000000000000 000000000000000 NNNNNNNNNNNNNNN z o ~ U o -I -0 > -0 CD e:: C]) -0 .eC]) -0 > .....(/l(/l-o~> -0 ..... c: -0 <( u.. 'w <( e::u...9e:: (/l C])roe::C]) _oxE.o (/lC])Ole-oCD(/l 'w ~ C])Ol-oC])xc:(/l- C:::lOx 0l....:?2n;:>..20~cc: rooCD..:! c:cIiu..O 0- OlWW..... C~::2 8. 0_~1O ~~glOlOch jJ:O>- U ro.-O)J: 0,,9>0)...... J: _C:J:~ CD......-~...... a '0 a '- C]) o,~ l4- ....... a ....... '0 '0 ....... a 0_>......00 0 0 mmzm(j)>-.rwwmzs:s:wS: bbb' -bw. - b- - - . . 001.0000 00000000 ~~~~m~~~~~l;;gggg w :E <( Z I- W W e:: ?- m wwww ~ >>>> z <(<(<(<( <(I- 0000 zzzz z~~ NNNN <(CD CD NNNN d.~S S:S:S:S: >>>~~~zzz-l-lOOOO <(<(<( -I:::I:::I:::ICDCDe::e::e::e:: mmmWWCDCDCDCDl-l-OOOO mmmgg>->->->-mmxxxx ~~~~~~~~~~~3333 ~~~J:J:WWWWUUOOOO 000S2S2~~~~L1iL1ig:g:g:g: UUUJ:J:Cl(9ClClmmJ:J:J:J: HIGH RIDGE RIDGE RESIDENTIAL AM SIGNIFICANCE LEVEL 08-Apr-05 03:01 :34 PM STREETNAME LOCATION LOS #OF "0" LANES CAP LINK PROJECl SIGN PERCENT TRIPS LEVEL ~~ CONGRESS AV (LANTANA) 1000' S of Lantana Rd 4 3,110 7 7 0.24 CONGRESS AV (BB) 1000' S of Hypoluxo Rd 6 4,680 1 1 0.02 CONGRESS AV (BB) 1750' N of Old Boynton Rd 6 4,680 6 6 0.13 HIGH RIDGE RD 200' S of Hypoluxo Rd 2 1 ,460 44 46 3.16 HIGH RIDGE RD S of Site 2 1 ,460 56 59 4.03 GATEWAY BUNW 22ND AVE 1000' W of Congress Ave 6 4,680 2 2 0.04 GATEWAY BUNW 22ND AVE At E-4 Canal Bridge 4 3,110 19 20 0.64 GATEWAY BUNW 22ND AVE 150' E of High Ridge Rd 6 4,680 31 33 0.70 GATEWAY BUNW 22ND AVE 200' E of 1-95 Overpass 4 3,110 10 11 0.34 SEACREST BL 1000' S of Hypoluxo Rd 5 3,110 2 2 0.07 SEACREST BL 970' N of Boynton Beach Blvd 5 3,110 2 2 0.07 1-95 N. of Hypoluxo Rd 6LX 9,840 19 20 0.20 1-95 S. of Hypoluxo Rd 6LX ,9,840 0 0 0.00 1-95 S. of Gateway Blvd 6LX 9,840 21 22 0.22 LAWRENCE RD 800' N of Hypoluxo Rd 2 1 ,460 1 1 0.07 LAWRENCE RD 700' N of Gateway Blvd(22nd Ave) 4 3,110 1 1 0.03 HYPOLUXO RD 600' W of Congress Ave 4 3,110 12 13 0.41 HYPOLUXO RD 300' W of 1-95 Ent 6 4,680 24 25 0.54 HYPOLUXO RD 300' E of 1-95 Ent 5 3,110 5 5 0.17 HYPOLUXO RD 600' W of US-1 5 3,110 2 2 0.07 ~ -fill HIGH RIDGE RIDGE RESIDENTIAL PM SIGNIFICANCE LEVEL STREETNAME PEAK # OF LOS LANES "0" LINK PROJECT SIGN PERCENT TRIPS LEVEL CONGRESS AV (LANTANA) 1000' S of Lantana Rd 4 3,110 7 9 0.29 CONGRESS AV (BB) 1000' S of Hypoluxo Rd 6 4,680 1 1 0.03 CONGRESS AV (BB) 1750' N of Old Boynton Rd 6 4,680 6 8 0.16 HIGH RIDGE RD 200' S of Hypoluxo Rd 2 1 ,460 44 56 3.86 HIGH RIDGE RD S of Site 2 1 ,460 56 72 4.91 GATEWAY BUNW 22ND AVE 1000' W of Congress Ave 6 4,680 2 3 0.05 GATEWAY BUNW 22ND AVE At E-4 Canal Bridge 4 3,110 19 24 0.78 GATEWAY BUNW 22ND AVE 150' E of High Ridge Rd 6 4,680 31 40 0.85 GATEWAY BUNW 22ND AVE 200' E of 1-95 Overpass 4 3,110 10 13 0.41 SEACREST BL 1000' S of Hypoluxo Rd 5 3,110 2 3 0.08 SEACREST BL 970' N of Boynton Beach Blvd 5 3,110 2 3 0.08 1-95 N. of Hypoluxo Rd 6LX .9,840 19 24 0.25 1-95 S. of Hypoluxo Rd 6LX '9,840 0 0 0.00 1-95 S. of Gateway Blvd 6LX 9,840 21 27 0.27 LAWRENCE RD 800' N of Hypoluxo Rd 2 1,460 1 1 0.09 LAWRENCE RD 700' N of Gateway Blvd(22nd Ave) 4 3,110 1 1 0.04 HYPOLUXO RD 600' W of Congress Ave 4 3,110 12 15 0.49 HYPOLUXO RD 300' W of 1-95 Ent 6' 4,680 24 31 0.66 HYPOLUXO RD 300' E of 1-95 Ent 5 3,110 5 6 0.21 HYPOLUXO RD 600' W of US-1 5 3.,110 2 3 0.08 APPENDiX B INTERSECTION CAPACITY AND INTERSECTION TURNING MOVEMENT SUMMARIES Palm Beach Countv SiQnalized Intersection Analvsis HIGH RIDGE RIDGE RESIDENTIAL GATEWAY & HIGH RIDGE RD Input Data Growth Rate = 3,04% Peak Season = 1,00 Current Year = Resultin Growth Rate: 3.04% AM 3.04% PM HIST GR: AM Peak Hour 10-Mar-04 Existing Volume Peak Season Adjustment Background Traffic Growth Approved Projects Traffic Pro'ect Traffic Total A roach Total No. of Lanes Per Lane Volume Right on Red Overlaps Left Adj. Per Lane Volume Through/Right Volume Opposing Left Tums Critical Volume for Approach Critical Volume for Direction> Intersection Critical Volume STATUS? > Note: S lit Phase N/S Existing Volume Peak Season Adjustment Background Traffic Growth Approved Projects Traffic Pro'ect Traffic Total A roach Total No. of Lanes Per Lane Volume Right on Red Overlaps Left Adj. Per Lane Volume Through/Right Volume Opposing Left Turns Critical Volume for Approach Critical Volume for Direction> Intersection Critical Volume STATUS? YZTC 04/8/05 2004 Buildout Year = 2006 -3.98+4.84+8.25 /3 3.04% Intersection Volume Develo Northbound Southbound Left Thru Ri ht Left Thru Ri ht 55 34 103 362 44 149 000 000 7 4 13 46 6 19 000 000 o 6 0 0 21.58 21 62 44 116 408 71 189 222 668 Eastbound Left Thru Ri ht 189 11Q4 79 o 0 0 24 140 10 o 0 0 6 0 0 219 1244 89 1,55'2 Westbound Left Thru Ri ht 230 815 328 o 0 0 29 104 42 o 0 0 o 0 0 259 919 370 1,548 1 370 60 408 o 627 674 1,301 NEAR Eastbound Left Thru Ri ht 41 1140 84 o 0 0 5 145 11 o 0 0 21 0 0 67 1285 95 1,447 Westbound Left Thru Ri ht 108 1377 268 o 0 0 14 175 34 o 0 0 o 0 0 122 1552 302 1,976 1 302 60 218 25 437 585 1,022 UNDER Palm Beach Countv Sianalized Intersection Analvsis HIGH RIDGE RIDGE RESIDENTIAL HYPOLUXO RD & HIGH RIDGE RD Input Data Growth Rate = 1,00% Peak Season = 1,02 Current Year = 2004 Resultin Growth Rate: 2.13% AM 2.62% PM HIST GR: AM Peak Hour .!W 11/16/04 Existing Volume Peak Season Adjustment Background Traffic Growth Approved Projects Traffic Pro 'ect Traffic Total A roach Total ~ ;.. .... No. of Lanes Per Lane Volume Right on Red Overlaps Left Adj. Per Lane Volume Through/Right Volume Opposing Left Turns Critical Volume for Approach Critical Volume for Direction Intersection Critical Volume STATUS? ",$ Existing Volume Peak Season Adjustment Background Traffic Growth Approved Projects Traffic Pro'ect Traffic Total A roach Total No. of Lanes Per Lane Volume Right on Red Overlaps Left Adj. Per Lane Volume Through/Right Volume Opposing Left Turns Critical Volume for Approach Critical Volume for Direction Intersection Critical Volume STATUS? YZTC 034/09/05 Buildout Y.ear = 2006 1.00% Intersection Volume Develo Northbound Southbound Left Thru Ri ht Left Thru Ri ht 152 64 179 35 84 41 3 1 4 1 2 1 637 1 3 2 000 000 10 5 20 0 1.32 0 171 73 210 37 90 44 454 171 Eastbound Left Thru Ri ht 51 1728 249 1 35 5 2 72 10 4 141 20 o 0 3 58 1975 287 2,320 Westbound Left Thru Ri ht 161 899 47 3 18 1 7 37 2 2 11 1 500 178 965 50 1,194 o o 10 37 o 320 932 1,252 NEAR Eastbound Left Thru Ri ht 46 1250 70 1 25 1 2 52 3 7 200 11 o 0 10 56 1527' 96 1,679 Westbound Left Thru Ri ht 140 1603 38 3 32 1 6 66 2 3 33 1 20 0 0 172 1735 41 1,947 o o 10 56 o 302 713 1,015 UNDER ,., ..J e:( I- o l- I- IX: e:( ~ :::l IX: J: l- e:( 3: I- ..J e:( 3: li: e:( rn :::l IX: J: l- e:( rn I- ..J e:( rn li: e:( W :::l IX: J: l- e:( W I- ..J e:( W I- IX: e:( Z :::l IX: J: l- e:( Z I- ..J e:( Z W l- e:( C IX: J: ~ e:( W 0. en z .... ~ ~ !:!:!. cf z o i= e:( u o ..J l"- N \0 "1" I"- ..... I"- \0 ..... N N - V) N N V) V) \0 ..... 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