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1988 DRI AMENDED ADA REVISIONS TO BOYNTON BEACH MALL DEVELOPMENT OF REGIONAL IMPACT - AMENDED ADA , TABLE 18.1 LIST OF IDENTIFIED FLORA APRIL 26, 1988 Scientific Name Common Name Aristida sp. Callicaroa americana Di2itaria sanauinaliso ~~ Memordica charantia Mikania scandens Mvrica cerifera Dountia sp. Parthenocissus auinauefolia Phvtolacca americana Pinus elliottii 5.ilhi! minor ~ Dalmetto Schinus terebinthifolius ~~ Smilax bona-nox Urena lobata Vicia sp. Vitis sp. three a wn grass beauty berry crabgrass strangler fig wild balsam apple climbing milkvine wax myrtle prickly pear cactus Virginia creeper pokeweed slash pine blue stem palmetto cabbage palm Brazilian pepper tea weed catbriar Caesar weed vetch wild grape 18-4 REVISED 11/88 As stated previously, Brazilian pepper occurs in a concentrated stand at the southern portion of the site. The disturbed perimeters of the 5.83:!:. acre pine area also contain Brazilian pepper. All exotic species will be removed from the site prior to construction of the parking lot and canal relocation and subsequent landscaping. B. Are any rare or endangered plants found on the site? If so, what measures will be taken to protect these species? A field survey was conducted of the undeveloped 5.83 acre site on April 26, 1988. During this time, a general floral 'composition was identified. None of these species, is listed as being threatened. C. What wildlife (including aquatic life) nest, feed, reside on or migrate to the site? What measures will be taken to protect this wildlife and their habitats? Table 18.3 lists those fauna species identified during the April 26, 1988, site visit. A burrow was found at the northern portion of the site, however, the inhabitant type was not determined during this field investigation. Additional field work is to be conducted (see Question 18.D). 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CO ""'(100 O"-ClO~~ ~ =!:..... .,.. - ;; CD""CP"O'-OOOOOc>OOW"'JNO N("'-O,,", N Nex>'" CO....-O'- ... ,....,...0- COCO:: ~ ~NCID ;: '" ... >- ...o...o...oooc>ooC>OCO-"'" .....N.."'O ... _NO'- ~~~~ ; ~~~ z 8 - ~ =: ~ - .. .. .. - -..-.-- ....___c ;;; =,;;.:~~:- e~ -:_~.:,:~ ...... ....0__>- >~>> .....taGD..... cccc-__.._>>% CDCD"C,.l"CC =- u...,....uzc.n>:> .._:a ... _ ._ ._ _ _ c c:: C ... J: ._ . 0= ~ ____..0-4 _ __M__- Q -= S ill Co 00 c:: _ a C"oI U"') .- - ........CO(:D,....._-Cl"".,.".. ____, 1_>--_ 0'-f7'-" :c:c:c:ce!i5i~c:~~~~.!..!..:; C> ----------- --- - . - - - . . . - - - - - . - _cnz_cn&nU1",z",rn~=-_=- .. .. .. .. .. .. .. .. - .. .. -.. .. .. :::::~=:g~~~gggg-~gg C"ot("otN("'oIC"'of<"'4_("'oI___cnr-..o~ J ~ '"' c 5 eo '" ~ ~ ;>> ;>> c c z x :=~ z z - - I I ~iI~~ c=o '" '" ...... ... .... -- :Z::z: :z: '" '" '" iii ~~~ -------- I I It' I , I """""'en""",cn'" ::11:::11:'::):)::)::11:= ~ - =: '" 7~~7"'''j'''.'''..'''i~~C(' g~~~~:st~3:!~~~g~~ ~~~~~~~;;;~~::~~:;;~ ) j J J j .) :J J ~ :J J ~ 'J l ~ . " .) REVISED INTERSECTION CAPACITY ANALYSIS 11-88 OLD BOYNTON / LAWRENCE 1985 HCM: SIGNALIZED INTERSECTIONS SUMMAF:Y F:EPORT ******************************************************tt*t***r************ INTERSECTION..OLD BOY TON PD/LAWRENCE AREA TYPE.....OTHER ANALYST.......PIV DA TE. . . . . . . . . . 1 () /7 / 88 TIME..........1988 AVERAGE ANNUAL COMMENT.......PM PEAK VOLUMES GEOMETRY EE: ~<JE NE SB EE WB NB SE LT 17~ 47 7' 80 L 12.0 L 12.0 L 12.0 L 12.0 , .... ,0 TH 312 ...,.0c" 152 91 TF: 12.0 TR 12.0 TF: 12.0 TR 12.0 ...:. \"Jo-J F:T 1~ 136 30 79 12.0 12.0 12.0 12.0 '-' RR 0 0 <) 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 ADJUSTMENT FACTORS GF:ADE HV ADJ F'~<G BUSES PHF PEDS PED. BUT. ~~F:F: . TYPE (I.) ( i~) Y/N Nm Nb Y/N min T , EB 0.00 3.00 N (> 0 0.90 5() N 19.8 3 WB 0.00 3.00 N 0 0 0.90 50 ~.I 1 c.'. 8 ~ NB 0.00 3.00 t'~ 0 0 0.90 50 N 19.8 ~ '-' SE 0.00 3.00 N 0 0 0.90 50 N 19,8 ~ EB LT Tl--l RT PD WB LT TH RT PD F'H-1 X X X FtH-2 SIGNAL SETTINGS F'H-3 F'H-4 CYCLE LENGTH = 90.0 PH-1 PH-2 PH-3 PH-4 x X X x X X NE LT TH RT PD SE LT TH RT PD X X X v 1\ x X LEVEL OF SERVICE LANE GRP. ~l/C G/C DELAY LOS APP. DELAY ~~pc' . LOS EB L 0.059 0.656 4.2 A 4.3 A TR ().313 0.656 4.4 A WB L 0.098 0.556 ... 1 8 9.2 B 1 . TR 0.612 () . 556 9 . 4 B NB L 0.31.9 0.244 21.4 C 20.0 C TF: 0.478 0.244 19.4 C 58 L 0.349 0.244 21. 7 C 20. 1 C TR 0.468 0.244 19.3 C INTERSECTION: Delay = 11.2 (sec/veh) VIC = 0.514 LOS = P 1985 HCM: SIGNALIZED INTERSECTIONS SUt1MARY PEPOPT *********l************************************:~****l*************i******** INTERSECTION..OLD BOYTON Rc/LAWRENCE AREA TYPE.....OTHER AI'JAL \{:3T . . . . . . . P I V DATE..........10/7/88 TIME..........1988 PEAK SEASON COMMENT.......PM PEAK VOLUMES GEOMETRY EB WB I'JB SB EB ~1JB NB SB LT 178 4(::) 78 88 L 12. () L 12.0 L 12.0 I 12.0 ..../ .... TH 32() 395 lC:L 94 Tr-, 12.0 TF: 12.0 TF: 12.0 TF: 12.0 '-''-I 1"'" F:T 14 146 '":!"'"') 81 12.0 12.0 12.0 12.0 "-''':- RH 0 0 0 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 ADJUSTMENT FACTORS GF:ADE H'.,I ADJ PKG BUSES PHF PEDS PED. BUT. i~iF~F~ . TYPE (I. ) n:) Y/N Nm Nb Y/N min T EB 0.00 3.00 N 0 0 0.90 50 N 1'-?8 ..,. 'oJ WE 0.00 3.00 N 0 0 0.90 =;0 N 19.8 '-' NB 0.00 3.00 t'J 0 0 0.90 50 r.J 1 '? 8 ..,. 'oJ SB 0.00 3.00 N 0 0 0.90 50 N 10.8 ..,. '-' WE NB LT TH RT PD SE' LT TH F~T PD CYCLE LENGTH = 90.0 PH-l PH-2 PH-3 PH-4 X X X EE PH-l pu_,", I I .... LT X X TH X X RT X X PD LT X TI..-t X Fa X PD S I GI'~AL SETT I !'IGS PH-3 PH-4 x X X LE'v'EL OF SERVICE LANE GF:P. VIC G/C DELAY LOS APP. DELAY APP. LOS EB L 0.059 0.656 4 ..., I~ 4.4 A . ~ TR 0.321 (). 656 4.4 A I.AJB L O. l'Y;> 0.556 "7 '"' B 9.5 8 .." .... , . .... TR (). 636 0.556 9 "7 E-~ . . NB L ,-, "":!'-:r"":!' 0.244 21.5 C :?~) . 1 C "_" . "__'_0'_" TR () . 495 0.244 19.5 C S9 L ~). 392 0.244 ........ 1 r' 2(l.3 C ....:...:.. 'oJ TR 0.482 0.244 19.4 C INTERSECTION: Delay = 11.4 (sec!veh) vie = 0.534 LOS = B 1~85 HCM: SIGNALIZED INTERSECTIONS SUMMARY PEPORT ************************************************************************** INTERSECTION..OLD BOY TON RD/LAWRENCE AREA TYPE.....OTHER ANAL'/ST. . . . . . . F'IV DATE. . . . . . . . . . 10/7/88 TIME..........1989 AVERAGE ANNUAL COMMEMT.......BACKGROUND -------------------------------------------------------------------------- l/OLUI"1ES GEOMETRY EB ~J,jB MB SB EB WE: 1'.18 SB LT 184 56 81 98 I 12.0 L- 12. () L 1 :::. ~) L 12.0 '- TH -:roo 505 162 97 TR 12.0 TR 12.0 TR 12.0 TR 12.0 "_' I , F:T 14 15~ 38 84 12.0 12.0 12.0 12.0 RF: I) I) 0 0 12.0 12.0 12.0 12.0 12.0 12. () 12. () 12.0 12.0 12.0 1'" c"', 12. (1 --. '.. -------------------------------------------------------------------------- ADJUSTMEl'lT FPiCTOPS GI=:ADE HI,' AD,} F'.'::G BUSES F'HF F'EDS F'ED. BI_IT At::,r;:. T\'PE . t ~. .. . ('J , ( :~ ) YIN Nm 1',lb Y/I'l min T /. I EB 0.00 3.00 N 0 0 0.90 50 N 10.8 ..,.. ..j WB 0.00 3.00 N 0 0 0.90 50 1'1 10.8 - ~,m 0.00 3.00 N <) 0 0.90 50 N 19.8 ..,.. ..j 5B 0.00 3.00 N 0 0 0.90 5f) 1'1 10, e - -------------------------------------------------------------------------- WE: F'H-1 F'H-:2 LT X X TH X X RT X X F'D LT X TH X RT X F'D SIGNAL SETTINGS F'H-3 F'H-4 CYCLE LE!,JGT!-l :::: ?r). (j EB NB LT TH PT F'D f.:t::: LT TH RT PD F'H-1 X X F'H-2 c....J _ ""T I r I '_' F'H-4 ';( x X v ..\ -------------------------------------------------------------------------- LEVEL OF SEPVICE LANE GPF'. V/C G/C DELAY LOS APF'. DEL;~ y r~F'P . 1 nc 1.00. '-J__" EB L O. (l.:S 7 o. .~78 3. '7 A 4.0 A TR O. 384 0.678 4. ,., A ~ \,1JB I o. 1 ..., I o. 589 , ,., B 9. 9 B ..... .......0 ..-' . ,,,- TR O. 729 0.589 10.2 P NB L c). 39t=? (> . 222 ~..,. 3 C ,.,..., 1 C ...: ...;. . .&-~. TR 0.581 o. 222 21 . t C CD I () . 52~) O. 222 25. ,., D 22. ,~ C -...JJ...' '- .0;.. TR (~. 549 O. 222 21 ~ C . ...:. -------------------------------------------------------------------------- INTEPSECTION: Delay = 11.8 (sec!veh) I.)/C = 0.b'27 LOS = B 1985 HCM: SIGNALIZED INTERSECTIONS SUt1MARY REPOPT ************************************************************************** INTERSECTION..OLD BOYTON RD/LAWRENCE AREA TYPE.....OTHER ANAL YST . . . . . . . P I V DATE. . . . . . . . . . 10/7/88 TIME..........1989 PEAK SEASON COMMENT.......BACKGROUND -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB EB EB ~.JB I'm EB LT 190 57 83 107 L 12.0 L 12.0 L 12.0 L 12.0 TH 406 ~:;14 166 100 TR 12.0 TR 12.0 TR 12.0 TR 12. () RT 15 167 40 86 12.0 12.0 12.0 12.0 RR <) I) 0 I) 12.0 12.0 12. c) 12.0 12.0 12.0 12. () 12.0 12.0 12.0 12. () 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORE GRADE H'v' ADJ PKG BUSES PHF PEDS PED. BUT. AF:F~ . TYPE (I. ) ( I. ) Y 11'1 Nm Nb Y/N min T EB 0.00 3.00 N 0 0 0.90 50 N 1'=?8 3 WB 0.00 3.00 N <) <) 0.90 50 N 19.8 '"'!' '-' NB 0.00 :3.00 N 0 0 0.90 50 N 19.8 '"'!' '-' SB 0.00 3.00 N 0 0 0.90 !:.;o N 19.8 3 -------------------------------------------------------------------------- EB LT TH RT PD WE LT TH RT PD PH-1 X X X PH-2 X X X SIGNAL SETTINGS PH-3 F'H-4 x x x NB LT TH RT PD 58 LT TH Fn PD CYCLE LENGTH = 90.0 PH-1 PH-2 PH-3 PH-4 X X X x x x LEVEL' OF SER~/ I CE LANE GRP. V/C G/C DELAY LOS APF'. DELI~ Y APP. LOS EB L 0.067 0.678 3.7 A 4. 1 A TR 0.391 0.678 4.2 A WB L O. 130 0.589 6.3 B 10.4 B TR (). 752 0.589 10. 7 B NB L 0.416 ().222 23.6 C 22.3 C TR 0.598 () . 222 21.9 C 5B L 0.582 ().222 26.8 D 23.3 C TR 0.564 (). 222 21.4 C -------------------------------------------------------------------------- INTEPSECTION: Del av = 12.1 (sec/veh) V/C = 0.647 LOS = B 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT *******************************~****************************************** INTERSECTION..OLD BOYTON RD/LAWRENCE AREA TYPE.....OTHER ANALyST.......PIV DATE..........l0/7/88 TIME..........1989 AVERAGE ANNUAL COMMEI'IT. . . . . . . WITH F'ROJ ECT -------------------------------------------------------------------------- VOLUMES GEOMETRY EB ~oJB NB 5B EB WB I'IB SE~ LT 184 57 81 100 I 12.0 f 12. ~) I 1 ~ n L 12.0 ..... ..... .- ... -. '-' TH 423 531 1!'2 0., TR 12.0 TR 12. 0 TR 12.0 TF 12.0 1::'''' 14 160 38 84 12.0 12.0 12.0 12.0 1\ , RR 0 0 0 0 12.0 12.0 12. (> 12.0 12. () 1 :2. ~) 12.0 12. () 12.0 12.0 12.0 12.0 AD-JUSTMENT FACTORS GF:ADE HV AD.,} P~<G BUSES F' H!=' CtC"n,=: RED. 8'..:T. A F' F: . TYPE ' "....I.P' ...t (I.) ( ~~ ) YiN I'Jm I'lb V/!'I min T 1:."0 <) ()() ..,.. 00 N 0 I) O. 00 50 !'~ 1 9 8 ..,.. ...Ml.... . ..:. . . - WE O. 00 3. 00 N 0 0 I) 90 50 1'1 19. 8 .... . NB O. 00 ... 00 1'1 0 0 O. 00 5() ~,~ 1 0 '3 "' ..:.. . . ....' SB <) . 00 "' 00 N 0 (l () " 00 50 1'1 1- 0 P .... '-' . EP F'H-l F'H-2 LT ;< X TH X X RT X X PI) LT X TH X RT X F'D S I Ed'IAL SETT I NGS PH-3 F'H-4 WE NB L. T TH F~T PD BE LT TH RT PD C"'~'CLE L..El'lC:, TH ::::: PY-l PH-2 P~-3 X X X 0(', '-'. . ~.. ..~.. PH-4 x X X -------------------------------------------------------------------------- LEVEL OF SERVICE DELAY LOS 3. 7 r~ 4.,3 Pol ~.3 B LANE GF'P. IllC G/C EB L (} . ')67 C~ . 678 TR ().. 406 I) L70 . ......'.. '...} ~'~8 L ~) . 1::::4 () . 589 TR (~ :a ., L.~ I) 589 --' .j..- . ~.m L o. ::::99 () . .,.,...,..., .....oL.oo.a:., TR O. ~O1 O. 2:22 .-.1...., . co L O. 53C> O. ...,...,,.., ....J~, k..;.......;,. TF' O. 549 O. """"'""1 ...:..;. ...;. 1 1 . 0 D 2:! .... (""' . '. '.~ ...,1 '- C ~. ... . .... ...,..,. ."::" D .l-...J . ...J ..., 1 ..., C . ... AF'F' . DEL(:.'( P,Pe:.. LOS 4. 1 A 1 o..~ B 22. 1 c 22.7 C INTEFSECTION: Delay = 12.0 (sec!veh) --------------------------------------------------------------------------- LOS = B 'lIC = O. t.48 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..OLD BOYTON RD/LAWRENCE AREA TYPE.....OTHER ANALYST.......PIV DATE..........10/7/88 TIME..........1989 PEAK SEASON COMMENT.......WITH PROJECT -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB EB WB NE: SE: LT 190 58 83 109 L 12.0 L 12.0 L 12.0 L 12.0 TH 430 540 166 100 TR 12.0 TR 12.0 TR 12.0 TR 12.0 F:T 15 171 40 86 12.0 12.0 12.0 12.0 RR I) 0 0 I) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GF:ADE HV AD,] P~:::G BUSES PHF PEDS PED. BUT. ARR. TYPE ('l.) (I.) Y/N Nm Nb Y/N min T EB 0.00 3.00 N 0 0 0.90 50 N 19.8 '.,.. ,.;) WB 0.00 3.00 N 0 0 0.90 50 N 19.8 -- '. '-' NB 0.00 3.00 N 0 0 0.90 50 N 1 ':?:3 ..,.. ..:,. SB 0.00 3.00 i'~ 0 0 0.90 5() N 19.8 '< - EB LT TH RT PI) WB LT TH RT. F'D PH-1 X X X PH-2 X X X SIGNAL SETTINGS F'H-3 PH-4 CYCLE LENGTH = 90.0 PH-1 PH-2 PH-3 PH-4 x X X NB LT TH RT PD SB LT TH RT PD v ^ X X x X X -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. VIC G/C DELAY LOS APP. DELAY AF'P. LOS EB L 0.067 0.67:3 '< -, A 4. 1 A ,_I. , TR 0.414 0.678 4 .... A . ..::' WB L O. 139 0.589 6.3 B 11. 2 B TR 0.785 0.589 11.6 B NB L 0.416 t).222 23.6 ,... .,..,,.., ..,. C ,~ ~~. ..:.. TR 0.598 () . 222 21.9 C S8 L 0.592 (). 222 27. 1 D 23. !5 C TR 0.564 (). 222 21.4 C ----------------------------------------------------------------------.---- I i'HERSECT I ON: Delay = 12.4 (sec!veh) VIC = 0.668 LOS = B GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS OLD BOYTON'LAWRENCE 1988 AVER ANN DATE 10/7/88 ********************************** LEVEL OF SERVICE B SATURAT ION 56 CRITI CAL N/S VOL :2 0 "7 CRITI CAL E./W \.-'OL "754- CRITI CAL SUM 961 ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND I"10\.-' l,n DTH 2 3 RT. L. . 12,0 12.0 RT. 12.0 12.0 RT. 12.0 12.0 RT. 12.0 12.0 L. . L. . L. . .". . 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT 7.5 80 91 79 173 312 13 47 385 136 152 30 3 LOCAL BUSES (ij/HR) (I o (I o PEAK HOUR FACTOR TRlICI-<S (~~) NORTHBOUND SOUTHBOUND EASTBOUND J.,..IESTBOUND . $1 3 3 3 .9 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :1. NEITHER TURN PROTECTED :2. HEAVIEST TURN PROTECTED 1. 0 - 99 (#PEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT .jPI'- t'}OLUME ),JL. _ rED VOL ::APAC I TY '10VEMENT NORTHBOUND 76 o 13 OK SOUTHBOUND EASTBOUND I...JESTBOUND 194 371 595 0 159 0 LEFT TURN CHECK SOUTHBOUND EASTBOUND l"IESTBOUND 80 173 47 0 159 0 0 0 383 OK N/A OK iRU -RI GHT LEFT NORTHBOUND 207 o GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS OLD BOYTON'LAWRENCE 1988 PEAK SEASON DATE 10/7/88 ********************************** LEVEL OF SERVICE B SATURATION 58 CRITI CAL N/S VOL :2 1 4- CRITI CAL E/W \)OL" "784- CRITI CAL SUM 998 ************************************* LANE NORTHBOUND 1"10\) WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND MO\) '-'-I I DTH 1 2 RT. L. . 12.0 12.0 RT. L . . 12.0 12.0 RT. L. . 12.0 12.0 RT. L. . . 12.0 12.0 .-. .;) 4 5 6 NORTHBOUND TRAFF I C \)OLUMES SOUTHBOUND EASTBOUND I..oJESTBOUND 32 88 94 81 178 320 14 48 395 LEFT THRU RIGHT 78 156 146 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 3 3 3 3 LOCAL BUSES (#/HR) o o o o PEAI< HOUR FACTOR . '7- .9 .9 .9 TRLICKS (~..:) PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :1. NEITHER TURN PROTECTED :2. HEAVIEST TURN PROTECTED 1 . 0 - 99 (#PEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT JPL, I,)OLUME )JUSTED VOL ::APAC I TY 1 01.) EMENT NORTHBOUND 78 o 15 OK SOUTHBOUND EASTBOUND klESTBOUND 199 382 61"7' 9 165 0 LEFT TURN CHECK SOUTHBOUND EASTBOUND l"IESTBOUND 88 178 48 9 165 0 0 0 402 NO N/A OK iRU -R I GHT LEFT NORTHBOUND 214 o GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS OLD BOYTON'LAWRENCE 1989 AVER ANN DATE BACKGROUND ********************************** LEVEL OF SERVICE C SATURAT ION "74- CRITI CAL N/S VOL :2 9"7 CRITI CAL E/W l')OL 9:2 8 CRITI CAL SUM 1 :2:2 5 ************************************* LANE NORTHBOUND 1"10V WIDTH LANE GEOt'lETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH l..JESTBOUND 1"10'",' '...JI DTH 1 RT. L . . 12.0 12.0 RT. 12.0 12.0 RT. 12.0 12.0 RT. 12.0 12.0 2 3 L. . L. . L. . 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND I."IESTBOUND LEFT THRU RIGHT 81 162 38 98 97 84 184 399 14 56 505 156 t"'JORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (~..:;) 3 3 3 3 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR . '1' .9 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :2. HEAVIEST TURN PROTECTED :2. HEAVIEST TURN PROTECTED 1. 0 - 99 (#PEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT iRU -R I GHT LEFT NORTHBOUND 228 1 SOUTHBOUND 207 69 EASTBOUND WESTBOUND 4. ..,..., i ~ 755 173 o LEFT TURN CHECK JP,- VOLUME )JUSTED VOL ::APACITY "10VEt'lENT NORTHBOUND 81 1 90 OK SOUTHBOUND 98 69 o N/A EASTBOUND 184 173 o N/A WESTBOUND 56 o 456 OK GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS OLD BOYTON/LAWRENCE 1989 PEAK SEASON DATE BACKGROUND ********************************** LEVEL OF SERVICE D SATURAT ION 7" 7" CRITICAL N/S VOL :3 1 4- CRITI CAL E/W lJOL 959 CRITI CAL SUM 1 :2 7":3 ************************************* 1 2 LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND INESTBOUND MOl.) WIDTH MOV WIDTH !'-10V WIDTH r'10V \..on DTH RT. 12.0 RT. 12,0 RT. 12.0 RT. 12.0 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 LANE 3 4 5 6 -. . . . NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND 1,1,IESTBOUND LEFT THRU RIGHT 83 166 40 107 100 86 190 406 15 57 514 167 3 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR TRUCKS (%) NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND .9 3 3 3 .9 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :2, HEAVIEST TURN PROTECTED :2. HEAVIEST TURN PROTECTED 1 . 0 - 99 (#PEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT mu -RI GHT LEFT NORTHBOUND 234 3 SOUTHBOUND 212 80 EASTBOUND 481 180 WESTBOUND 779 (I LEFT TURN CHECK JPL. l)OLUME )JUSTED VOL ::APACITY 1 Ol)Et-lENT NORTHBOUND 83 3 102 OK SOUTHBOUND 107 80 o N/A EASTBOUND 190 180 o N/A l"IESTBOUND 57 o 478 OK . GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS OLD BOYTON'LAWRENCE 1989 AVER ANN DATE WITH PROJECT ********************************** LEVEL OF SERVICE C SATURAT ION 7" 7" CRITI CAL N/S VOL :3 0 0 CRITI CAL E/W ',)OL .:;> 6:3 CRITI CAL SUM 1 :2 6:3 ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND t'10'.) t,,1 I DTH 1 RT. L. . 12.0 12.0 RT. 12.0 12.0 RT, 12.0 12.0 RT. 12.0 12.0 2 3 L. , L. . L. . 4 5 6 NORTHBOUND TRAFF I C t;OLUMES SOUTHBOUND EASTBOUND I..oJESTBOUND LEFT THRU RIGHT 81 162 38 100 97 84 184 423 14 57 531 160 ;;:l LOCAL BUSES (#/HR) I) o o o PEAI< HOUR FACTOR TRUC~<S (/~) NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND .9 3 3 3 .9 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :2. HEAVIEST TURN PROTECTED :2. HEAVIEST TURN PROTECTED 1. 0 - 99 (#PEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT .jPI_ VOLUME ).JUSTED VOL ::APACITY '10VEMENT NORTHBOUND 81 1 93 OK SOUTHBOUND EASTBOUND t,JESTBOUND 207 500 790 72 173 0 LEFT TURN CHECK SOUTHBOUND EASTBOUND I,JESTBOUND 100 184 57 72 173 0 0 0 463 N/A N/A OK iRU -RI GHT LEFT NORTHBOUND 228 1 GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS OLD BOYTON~LAWRENCE 1989 PEAK SEASON DATE WITH PROJECT ********************************** LEVEL OF SERVICE D SATURAT ION 7" 9 CRITI CAL N/S VOL 3 1 6 CRITI CAL E/W lJOL 993 CRITICAL SUM 1 309 ************************************* LANE NORTHBOUND MOl) WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH IAlESTBOUr--W t'1O\,1 lAl I DTH 1 2 RT. L. . 12.0 12.0 RT. 12.0 12.0 RT. L. . 12,0 12.0 RT, 12.0 12.0 L. . L. . 3 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND (J..iESTBOUND LEFT THRU RIGHT 83 166 40 109 100 86 190 430 15 58 540 171 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (~'::> 3 3 3 3 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :2. HEAVIEST TURN PROTECTED :2. HEAVIEST TURN PROTECTED 1. 0 - 99 (#PEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT 3 SOUTHBOUND EASTBOUND IAlESTBOUND 212 509 813 82 180 0 LEFT TURN CHECK SOUTHBOUND EASTBOUND (,JEST BOUND 109 190 58 82 180 0 0 0 484 N/A N/A OK iRU -RIGHT LEFT NORTHBOUND 234 3 .jPl lJOLUt1E )...TUSTED l.,10L ::APAC I TY '1 OlJEM ENT NORTHBOUND 83 104 OK BOYNTON BCH BLVD / 1-9f 1985 HCM: SIGNALIZED INTERSECTIONS SU!'1MAF:Y REPOF:T ********,*"*************************"ttt"t*"*,,,,,************",ttt** INTERSECTION..BOYTON BCH BLVD.'I-95 AREA TYPE.....OTHEP ANALYST.......PIV DATE..........I0/11/88 TIME..........1988 AVERAGE ANNUAL COt1MENT. . . . . . . -------------------------------------------------------------------------- l'!OLUMES GEOMETRY EB ','~p "'i-' en EB ~\JB !'!B 2=" ..1.... ~'.... L T 3~':J.: ,b27 5.::: 1 331 L 1:Z . (> L 1~ n L 12. ~O&, I 1 .-, 0 '- * ..:.. . TH 484 544 0 0 T 12. 0 T 1 ~. 0 L 1:2 . 0 1 ': r) ... --. F:T ~1 1 ,.,;,., :.4,= 81 T 12. ') "!" 12. 0 c:' 1~ ~) F~ 1'".' 0 I, .- .-;; ..... RR <) 0 0 0 R 12. 0 R 12. 0 12. C' 12. 0 12. 0 12. 0 1'-' 0 12. 0 4. 12. 0 12. I) 1:: . 0 12. 0 -------------------------------------------------------------------------- ADJU~:TMENT FACTORS SPADE HV ADJ PKG BUSES PHF F'ED:3 i='E D . .BUT. AF~F~ . T'y' P E (/.) ( ~.~ ) Y/I'~ Nm Nb Y/N min T EB 0.00 3. ()(l N 0 0 0.90 50 N 25.8 ..,.. ',_1 WB O. 00 - 00 N 0 <) 0.90 50 N ~'C: 8 - ...;. . .a;...:.-' . '- NB O. 00 3. ()() !\~ 0 0 0.90 50 N 31.8 3 SE: O. 00 3.00 N 0 0 O. 90 50 N 31.8 3 -------------------------------------------------------------------------- EB SIGNAL SETTINGS CYCLE LENGTH - 120.0 PH-1 F'H-2 F'H-3 PH-4 F'H-l PH-2 F'H-3 F'H-4 LT X NB LT X TH X TH RT X F:T X PO PD LT X c"C.! ,.... y .....'..... lo... , TH X TH RT X PT ;t. F'O PO WE: --------------------------------------------------------------------------- LEVEL OF SEF:V I CE LANE GF:F' . V/C G/C DELAY LOS AF'F'. DELAY A F'F' . LOS EB L 1 . 056 0.217 90.2 F 4~3. 5 E T 0.700 0.217 29.7 D R 0.459 0.500 1"" '"3 B .s:.:. . ': WE: L 1.027 0.400 61. 8 F -- 7 D '-"-' . T 0.42.:S 0.400 1,~. 9 C R (). 2t:.2 0.767 ~ '7 A ..c.. NB L 1.092 ~) . 175 00 1 F .:'4.3 F 1\".1 . R 0.444 (). 575 9 .6 B :3B L 1 . 04 1 O. 108 :39. :3 F 75.9 F R O. 184 ().325 18.8 C -------------------------------------------------------------------------- I NTEPSECT I 01'1: Delav = 48.1 (sec/veh) V/C:::: 1.120 LOS = E 1985 HCM: SIGNALIZED INTERSECTIONS SUt1MAF:Y FEF'OPT - ************************************************************************** INTERSECTION..BOYTON BCH BLVD/I-95 AREA TYPE.....OTHEF: ANALYST.......PIV DATE..........l0/11/88 TIME..........1988 PEAK SEASON COMMENT. . . . . . . -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB EB WB NB SB LT 381 675 619 359 L 12.0 L 12.0 L 12.0 L 12.0 TH 509 571 0 0 . T 12.0 T 12.0 L 12.0 L 12.0 . RT 347 301 375 93 T 12.0 T 12.0 R 12.0 R 12.0 RR 0 0 (> 0 R 12.0 R 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GF:ADE HV ADJ PI<G BUSES F'HF PEDS PED. BUT. ~IRR. TYPE ('% ) ( '% ) Y/N !'.Im Nb Y 11',1 min T EB 0.00 3.00 N 0 0 0.90 50 N 25. ~-3 3 WB 0.00 3.00 N 0 (> 0.90 50 N 25.8 '":!" '-' NB 0.00 3.00 N (> 0 0.90 50 t'..J 31.8 ..,. .j SE 0.00 3.0<) N 0 0 0.90 :=';0 N 31.8 '":!" -------------------------------------------------------------------------- EB LT TH RT F'D WE: LT TH RT PO F'H-l X X X PH-2 SIGNAL SETT I Nl;S F'H-.3 PH-4 X X X NB LT TH Fa F'D SE: L..T TH RT PD CYCLE LENGTH = 120.0 F'H-l F'H-2 PH-~ PH-4 X x x V I'. -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LDS APP. DELAY A P F' . LOS EB L 1- 160 0.217 139.0 F 59. 1 E T 0.736 0.217 3c).5 D R 0.512 0.500 13.4 B WB L 1.113 0.400 96.3 F 48.9 E T 0.447 0.400 17. 1 C R 0.289 0.767 '"70 7 A ..... NB L 1 . 205 O. 175 * ;~ * * R 0.481 0.575 10.0 B S8 L 1. 1'..,0 O. 108 127.0 ... 104.8 F _ f , R 0.211 (). 325 19.0 C -------------------------------------------------------------------------- INTERSECTION: Delav = * (sec/veh) V/C = 1.222 LOS = * 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REF'OF\:T - ******************************************************t******************* INTERSECTION..30YTON BCH BLVD/I-95 AREA TYPE.....OTHER ANALYST.......PIV DATE..........10/11/88 TIME..........1988 AVERAGE ANNUAL COMMENT.......IMPROVED GEOMETRY EB & we DUAL LEFT VOLUMES GEOMETRY EB WB NB sa EB WB NB SB LT 347 6'?":! 561 331 L 12.0 L 12.0 L 12.0 L 12.. () ....-. TH 484 544 (> (> L 12.0 L 12. () L 12.0 L 12.0 RT 311 ?F'? 346 81 T 12.0 T 12.0 F: 12.0 F: 12.0 ...., - RR 0 0 0 I) T 12.0 T 12.0 1.~ ,M) 12.0 -4-. "_ R 12.0 R 12.0 12.0 12.0 12. (} 12.0 12. () 12.0 --------------------------------------------------------------------------- ADJlJSTI'1El'JT FACTORS GRADE HV ADJ Pt~:G BUSES PHF PEDS PED. PUT. ARR. T'/ P E O~) 0:' ) Y/N Nm Nb Y./~..I min T EB 0.00 3.00 N 0 0 0.01) 50 1\\ 25.8 ":! - WB 0.00 3.00 I'J <) (> 0.90 ::j(l 1\1 25.8 :3 NB 0.00 3.00 N (> 0 0.90 50 N 31.8 3 ::)8 0.00 3.00 N 0 0 0.90 5() N 31.8 ..,.. ....'i EB LT TH F:T PD WE LT TH F:T FoD PH-1 X X X PH-2 SIGNAL SETTINGS F'H-3 PH-4 NB LT TH RT PD SEl LT TH RT PD CYCLE LENGTH = 120.0 F'H-l PH-2 PY-3 PH-4 X x x x -------------------------------------------------------------------------- ED IdP '....,_. NB SE x x x LANE GF:P. 'vile L 0.567 T ().729 R 0.372 L 0.749 T 0.602 F: 0.290 L O.76'-:j. c- 0' ().479 L F: ().712 ...., 1"- ..... .a. '_'_' I r-~T.E::~:=:Ei:T I ::Jr.~: LEVEL OF SEF:VICE G/C DELAY LOS 0.208 0.208 0.617 0.283 -- - '. '. '. ._10_'. '_' 30.8 7.5 32_ 1 t) . 283 ~). .~92 () . 25() () . 5::'3 24.6 4.6 3L1.. f 11. .:S 0.1S2 70.6 1.~. 5 r"\ ~, r .... . ....":::J I Delay = 26.() (sec,/veh) AF'i--. DELAY AF'F'. LOS D D D B D C A '"' C" '"' "'::',....1. k 24.1 C !) '"'c::- 0 ..;. __l. .' D B D C -:.:: 'I r"j D \.',/C ::: c). 800 LOS -- T) 198':.: HeM: E: I 5~lAL I ZED ! NTEFEECT IONS SUrlr~1AF:'f F:E:='OF~ T *******~**~'*****t****'t**1t*ttttt*'*t*1t***********~*******~****t****tt** I r4-rE:=~3E=T I iJr.!. . BG\iIT.O~~~ BCH E~L_ ~~.Ir} / ! -95 AREA TYPE.....OTHER ANALyST.......PIV DATE..........10/11/88 TIME..........1088 PEAK SEASON COMMENT.......IMPPOVED GEOMETRY EB ~ WB DUAL LEFT -------------------------------------------------------------------.------- VOLUMES GEOMETF:Y co (.118 ~JB SB EB WB NB 58 --.... LT 381 675 619 359 L 12. (l L 12. 0 L 1. '") 0 L 1 ''''':I r) .l. ... . TH c::...., 0 571 1"-' 0 I 12. 0 L 1'":1 0 L 1 '"' (.. l- i ''''':I 0 - '- .J,. .~ p ...;.. J...~. RT 347 301 375 9::- T 12. (l T 12. 0 R 12 a 0 P 1 ~. 0 F:P 0 0 (I 0 T 12. (l T 12.. (I 1. '"' 0 12 II (l R 12_ I) F 1 '"2. (1 1 '2. (1 1 .., r) 1.-, 0 12.. (> < .-, 0 < ...., 0 ...~. .;.;. . 1..0.:.:. . -------------------------------------------------------------------------- AD,]USTMENT FACTOF:S GPr4DE H\) AD] P~<G BLJSES F".-IF F!EDS PED . '" I !T . ~,r.:'p . T'\-l!=:E ! :-~ ) \ ~~ > '-' /N Nm Nb \I/~',l 'Tli 11 T ., EB () . 00 - 00 N 0 (1 O. 90 5() ~I ~5 '2 - . - !/JB 0 00 ... 00 I'J 0 ') 0 90 50 N 25 :3 ..,. . . . . .:" NB (1 00 - 00 N (1 0 0 90 5() !'J '"'!" 1 0 - . - . . - , -- - :: 1:1 O. 00 - (H - ) ~.I 0 0 0 Or) 50 ~,~ , 1 9 3 .- ...' ...;. . - . , , . -------------------------------------------------------------------------- ~3 I Gr'1(iL SETT I !\!(:3S ~.m F'H-l X CYCLE L9.l(3TH :: F'H-:: FI.-i--:;- l?O.O r.:'l...I--!1. =0 ""-~. LT TH F:T PI) LT PH--1 X X X F'H-2 PH-3 PI-'I- Ll. !,! r~ 'l'v..... x :3B LT TH F:T PD L_T TH F:T PD ';( x TH i:::T PD v t'. x x -------------------------------------------------------------------------- LEVEL OF SEF:VICE U~d\J E GPF' . \.1, Ii' f':/i' DEU4Y LOS f~F'Ff . DELAY AF'p. LOS '-' '-'I '_ EB L O. L"~ O. 208 -4 1 D .....C" 8 I) '-'~'-' ..:;. . ~....) . T O. -,.1 , (). 208 31 7 D i ':::)-::1 . R O. 415 O. 617 ..., 8 B I . i;JB L O. :31 1 (\ """f"I';I'" 34. ..,. D ,..,C' 1 0 -' . "';"';::'.":1 ...;" ...:. .J . T O. 631 O. '"'8- 25. (J D .::. I.';. F~ (). 321 O. LO"., 4. 8 A '..J .,;.. NE' L (i 843 O. 25() 38. ..... D 28. - n -' . .;;. - r-, ~) . 51:3 () . C::~~ 1 '":I 1 B r, .....J ..~. ....' ...~. BE l_ () . ...,....,-. 0, 1':::8 Ll,l ...,. E ~,- 6 D i - ~ . / ._.1....' II F: :.., 10'7 O. 3.~7 l' 7 C '-' . ...I , ... o. -------------------------------------------------------------------------- I r.rrEF~:=ECT I Or--~: Delav:::: 27.3 (sec/veh) '.) ;/c = ~). 083 LOS :::: D 1985 HeM: SIGNALIZED INTERSECTIONS SUi'll'1AF:Y PEPOF:T **************************t***l*******~***********t**t******************** INTEF:SECTliJt'~. . BOYTON BCH BL',,'D..' !'-95 AREA TYPE.....OTHER ANALYST. ......PIV DATE..........l0/l1/88 TIME..........1989 AVERAGE ANNUAL COMMENT.......IMPROVED GEOMETRY EB ~ WB DUAL LEFT -------------------------------------------------------------------------- 1,/OLUt1ES fEOt1ETP'{ EB vJB r"-JB SB EB (..IJB 1'18 SB LT 423 L.c:-..... 642 346 L 12. <) L 12. () L 1 '"":> () '- 1: . (1 ....,._I~ ~. TH ;:t'?:] 54':? I) (~ I 12. I) L 12. 0 L 12. !) L 1 2. 0 ..... RT 404 291 """!!'L~ 1 44 T 12. 0 T 12. I) P 12. 0 P 12. 0 ,_, w ... e, e:, 0 0 I) (> T 1'"":> ,) 'r 12. I) 12. I) 12. 0 1._ , ... .... . I P 12. 0 P 12. r-' 1.2, (1 . ,.., 0 ,.J ..L'-:'. 12. 0 1 '"":> 0 12. (I 12. 0 .1- "'- a --------------------------------------------------------------------------- AD.JUSTMn..!T Ff~CTORS GFJ:;DE HI) {':!DJ P!<G BUSES PHF PEDS PED 1:; I IT ;::,p;::' TYPE . .. . ( "' ) , ~..: ) y /t'J Nm ~'.!b Y/!'J ITli n T .. . EB O. 00 ~ 00 N 0 0 O. 90 50 N ,..,co; 8 ~ .-:. . .a;.. '__' . - WB <) . 00 ... 00 N 0 0 () 9') 5() N '""":\c:: a ":!' ...:. . . .'.~ .....1 . '..j ",-' NB () . 00 .... 00 N 0 0 I) 90 5() N ":!' 1 f:' ":!' '-' . . . - SB C> . 00 ... 00 N (> 0 O. 90 50 t'-.J ~ 1 8 .... '-' . .. ... . " -------------------------------------------------------------------------- EB ~JJB LT TH PT PD LT TH F:T F'D PH-1 X X X 'PH-2 SIGNAL SETTING3 F'H-3 PH-4 NB LT TH F:T PD LT TH F:T PD F'H-l X C':'C!.... E: U:~.JG TH ::= PH-2 PH-3 120.0 FH-tj, x x X x SB x x -------------------------------------------------------------------------- EB vJB NB SB Lf:4t..jE GF~F'. \J ,.... C L 0.692 T ().749 R 0.47"" L 0.808 T 0.626 r.:: 0.310 L 0.875 F: 0.500 L 0.744 LEVEL OF SERVICE G/C DELAY , nc --"_oJ ....J APP. DELAY APe:-. LOS D r', j-\ (). 29() Ci.2f)8 0.208 0.625 35115 31.. 3 8.0 34.7 D D B D D A E B C" t.... ,.... C" 'C" 25. ..q. D I I ...,..,.r::o; . -'-. ....j () . 275 25.4 30.0 D 0.692 .4.7 "!""!..8 D () . 25/) ..q.().2 c -------------------------------------------------------------------------- I r,~'rEF~:3ECT I Clr,~: ~). 533 11. ':7 O. 158 ,q,U. b 17.5 ~). 3,b7 Dela\~ = 27.5 (sec/~:eh) \i/C::= 1.005 LOS == D 198~ Hct1: SIGnAL I ZED I NTEF:SECT IONS SUf'11'1r::;F:Y F:EPCRT - *******J~**********~****************************t**t*~********t*********** INTERSECTION..80YTON BCH BLVD/I-95 AREA TYPE.....OTHER ANALyST.......PIV DATE..........l0/11!88 TIME..........1989 PEAK SEASON COMMENT.......IMPROVED GEOMETRY EB & WB DUAL LEFTS VOLUt1ES GEOMETRY EB WB NB 88 EB we NB SB LT 457 706 665 376 L 12.0 L 12.0 L 12. 0 L 12.0 TH 551 .:S3'7 0 ,', L 12.0 L 12.0 L 1"" ,,) L 12.0 .... .01. L. ~.. RT 407 315 "":!"o.-, 147 T 12.0 T 12.0 F: 12.0 R 12.0 - ,- pi::' (> 0 0 0 T 12.0 T 12.0 1,.., (> 12.0 " , .l...a:-. R 12.0 R 12.0 12.0 12.0 12.0 12. ,) 12.0 12. () ADJUSTMENT F ACTOF:S GF:ADE HV AD] Pf<G BUSES PHF pFnc. pc:-n BUT. I~F'F: . T'/;::'E ......... . ( .,' ) < :~ ) v /N Nm Nb Y /r'..J mi n T :. I I EE: O. 00 - 00 N 0 0 O. 90 5() 1'1 .....c- r-. ~ ,,:;. . ~....!. \'".:" '- l,t..lB O. 00 ..,.. 00 I',J 0 (> (, 90 ~~) N '"'''''" a ..,.. ..;:.. . .' . ~'..J . ..) NB O. 00 ..,.. 00 N 0 0 o. 90 50 t-.l ~1 P ..,.. '-' . '-' ... . '-1-' () . 00 '~ 00 N 0 (> o. 90 50 [',J 31 8 -". -=-~I ..,;. . . ,.j EB LT TH F:T F'D ~oJ8 L T TH F:T PD PH-1 X X X F'~-t-2 S I (3NAL SETT I NGS PH'-3 PH-4 . CYCLE LENGTH = 120.0 PH-l PH-2 PY-3 PH-4 x x x rJ8 L T TH RT PD S8 LT TH F:T PD x x x x -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GF:F' . V/C G/C DELAY LOS APF'. DELAY APP. LOS EE: L O. 747 O. 208 37. 0 D ,.,..., c- D ~.. . -' T O. 0,., ~.J ,', 208 34. (> D ....J..... .. ...' . F:;: O. 480 O. L~C:: 8. 1 B '-I.... ....., WB L O. 874 O. 275 38. 4 D 27. ...., D i T o. 7~O 0 '-'"71:': ,..,...., 1 D f ~w . ...:... ._1 ....... . F: () . -~, o. .!:l92 4. '7 A .'::..':;,0 NB L O. 906 O. 25r) 43. (J E 31 . t., D r' () . 542 O. 533 12. 4 B Sf.' t... () . 809 (). 158 43. c' E 3.~::, " "':' D ..... F: c) . ""Ol.. O. ~/'7 1 ...., I:::" C -- / '...j _"~i . "J I r~TEF::SECT I en.!: Delav = 29.5 (sec/veh) V/C = 1.0'::'''4 LOS :::: D 1985 HCM: SIGNALIZED INTERSECTIONS SUI'I"'1AEY F:EF'ORT ****************************$*********************:'****************,****** INTERSECTION..BOYTON BCH BLVD/I-95 AREA TYPE.....OTHER ANALyST.......PIV DATE..........10/11/88 TIME..........1989 AVERAGE ANNUAL COMMENT.......WITH PROJECT & 1988 IMPROVEMENTS -------------------------------------------------------------------------- VOLUt1ES GEOt1ETR'l t::"o IIJB I'm SB EB WE NB 58 ......... LT 434 652 651 346 I 1 :: . () L 12.0 L 1 ~ r.' L 12. () ..... -. -..' TH 511 560 0 (~ I 12.0 , 12. () L 1~ ,., L 12. c) ..... ..... ..... . 0 RT 4.14 291 362 154 T 12.0 T 12.0 R 12.0 R 12.0 F:F: 0 0 0 0 .,. 12. () T 12.0 1~ (I 12.0 I .I. ~. R 12.0 R 12.0 1:2.() 1:2 II () 12. t) 12 . ~) 12. t) 12. c) -------------------------------------------------------------------------- ADJUST!'1ENT F ACTOF:S GRADE HI.) ADJ P~:::G BUSES PHF PEDS PED. ['UT. :~IFF:. ""!""~{F\E -: :.: ) ( ~.~ ) y/r.J ~.~ iTl Nb Y /N mi n T EB c' 00 .,. 00 N 0 0 0. 90 5() N ~c:: 8 ..... .' . ...,:. . ""_ ""_- It .- WE n 00 ..... 00 N 0 0 (} . 90 50 t'.~ :25. 8 "" '-' . -' . ..... NB O. 00 ..... 00 N 0 0 O. 90 SO N 31 0 ..... '-' . . '-' :38 ,", 00 "" 00 /'~ 0 :) ~) . 90 :-;n N 31 8 "" .... . "-' . . '. --------------------------------------------------------------------------- SIG~.lAL SETTIr'~GS CYCL!: LENGTH = 120.0 EB LT TH F:T PD F'H-l X X X FH-2 F'H-3 F'H-4 NB LT TH F'H-1 X FH-2 FH-3 PH-4 F-:T x WE: LT x PD :33 L T TH F~T PD x TH F:T PD x x x -------------------------------------------------------------------------- L.EI)EL OF SEF.:VICE LANE GF:P. \//c G/C DEU~Y LO:3 r~ C'C' I)EL(;'{ AF'F' . LOS -1, I . EB L O. 710 O. 208 35. 9 D ,-, C' 0 D "";;"-'. T {) . "'7,,"-0 ':) . .-,(',0 31 . 8 D , '-' , ~-'-~'- R O. 488 O. 625 8. 1 B 1i.J!3 L O. :308 O. '-'"7C" .::04. 7 D "'''\t::" r.:' D .:.;., ...J ...:. -..J . ....J T O. 638 O. 275 ,-, C" /.. D ..:.~ . ~ R O. ::: 1 (> (, 692 4. '7 A '..( . NB L () .. 827 () . 250 Ll.1 ~ E :::() . "7 D . o. j R ()M 500 O. C"~-:?' 1 1 9 8 ....;.~....;, . SE L O. 744 () . 1 =:8 .'to. L E .......... 5 D ..... '-"-' " r' (\ 310 O. ~I "..., 17. 6 C "\ .' . ....:'0. --.------------------------------------------------------------------------ I NTEF:SECT I m'J: Delay = 27.8 (sec/veh) ll/I"-' - '" r",1~ -., 0; '_. - .i.. .~.- .i. 0_' LO:3 :::: D 19B5 HeM: SIGnAL I Z ED I tHEF'SECT I OtiS 3Ur-1MAPY I:::EPORT ******************It**********************************************~**t**** INTERSECTION..BOYTON BCH BLVD/I-95 AREA TYPE.....OTHER ANALyST.......PIV DATE..........10/11/88 TIME..........1989 PEAK SEASON COMMENT.......WITH PROJECT ~ 1988 IMPROVEMENTS -------------------------------------------------------------------------- VOLUMES GEOt1ETRY EB WB NB SB EB WB ~,m 5B LT 468 706 674 376:. L 12.0 L 12.0 L 12.0 L 1::. () TH 5,:A ,:S5(} (> (I L 12. 0 L 12.0 L 1 <'t $" L 12.0 do .~. '.) RT 417 :-':;.15 "":!'o'"' 157 T 12.0 T 12. () R 1:: . ,-, r.:. 12. 0 '-' "...;.. I RF: (> 0 0 0 T 12.0 T 12. 0 1 '"' () 12.0 .1- ,i-o . R 12.0 P 12.0 12.0 12. () 1'"' 0 12. 0 12.0 12.0 -. --------------------------------------------------------------------------- AD,]USTMENT FACTORS GRADE r-Il) ADJ Pl-<G BUSES PHF PEDS P~:1) , ~",_IT . APR. TYPE D~) ( ~~ ) 'fIN Nm I\!b Y /~.~ min T ED O. 00 .,. 00 t'1 0 0 O. 90 50 N ~5\t 0 3 ....;. . (,m o. 00 ":! 00 N 0 0 O. 90 5c) I'\~ '"\0::- 8 3 '-' . .,;....;. NE: O. 00 ":! 00 1'1 0 0 O. 90 5() N 31 0 ":! -' . . :38 " 00 ~ 00 N 0 (> (, 90 5() ,,~ '1 8 "" '.' . ...;. . ".' . . .... -----.--------------------------------------------------------------------- !:I3 LT TH !='(f PI) LT TH F'H-1 X PH-2 V I'. x ~.lJ I? x v ,-, F'T x -------------------------------------------------------------------------- AF'r-:'lI DE::LA\! APF-'. LOS D r'D LANE G F: F' . \,I/C EB L O. ...,:..~ i ,_,___ T (> . 8ilS P O. 40,", ,- ~!J ~3 L ~) . 874 T 0 74 1 . ,C F.~ () .-..... ~ . '_' ._....J NB L () . 9 1 8 r~: (, . 5 Ll. :~ - Sf' L (; " S()9 F: i) 31 , . SIGNAL ~~3ETT I ~~GS PH-3 F'H--4 G/C 0.208 0.208 <) . 625 ~) . 275 ().275 (). ,~9:2 (~ . 2~() ~) . 533 0.158 ~). 3 (~ 7 NB LT TH F:T FT' SB LT TH RT PD LEVEL OF SEF:VICE DELAY LOS 37.6 D 3'5. 0 D 8.'"' 38.4 27.4, 4.9 llA. -:- 1'"'.4 .q. -:- . ':'j 17.7 C\'CL E LEt'~G"T!.., :::: 1 ::C>. () PH-'" PH-1 X PH-2 F'Ll- "" i I .._ x. x x 28. 1. p D D A E B F ,...~ 8 ~ " . '. D 3::. .~... I) 3S.. C) D c I rriE-:F:'::-:.ECT I DN: ----------------.------------------------.------------------------------------- I,././!: == 1. (>72 UT3 :: D Delav = 29.9 (sec!veh) GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON/I-95 1988 AVERAGE ANNUAL DATE 10/11/88 ********************************** LEVEL OF SERVICE E SATURAT ION 98 CRITI CAL N/S t)OL 5:2 3 CRITI CAL E/W t.)OL 1 09:2 CRITI CAL SUt1 1 .6 1 5 ************************************* LANE NORTHBOUND t10V WI DTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND t'1Ot) I"J I DTH :3 4 5 6 R. . L. . L. . 12.0 12.0 12.0 R. . 12.0 R. . 12.0 L. . 12.0 T. . 12.0 L. . 12.0 T . . 12.0 L. .' 12,0 R. . 12.0 12.0 12.0 12.0 2 T, . T. . L. . NORTHBOUND TRAFF I C t)OLUMES SOUTHBOUND EASTBOUND WESTBOUND o 81 347 484 311 .i,.'-"-. I_I"::'.':' _'::FT THRU RIGHT 561 o 346 331 544 272 3 LOCAL BUSES (#/HR) o o o o PEAk: HOUR FACTOR NORTHBOUND SOUTHBOUND EASTBOUND l.rJESTBOUND TRUCKS (%) 3 . I;:' .9 3 3 . '? . '7' PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :5. DIRECTION SEPERATION :5. DIRECTION SEPERATION 1. 0 - 99 (#PEDS/HR) 120 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT 1RU -R I GHT LEFT NORTHBOUND o 334 SOUTHBOUND EASTBOUND l.rJESTBOUND 0 290 326 189 380 712 LEFT TURN CHECK SOUTHBOUND EASTBOUND I....JESTBOUND 331 347 ,~23 361 380 712 0 0 0 N/A N/A N/A NORTHBOUND lPUT t)OLUME 561 'JlED VOL 638 ::APAC I TY 0 10t)Et'lENT N/ A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON / 1-95 1988 PEAK SEASON DATE 10/11/88 ********************************** LEVEL OF SERVICE E SATURATION 1 0 8 CRITI CAL N/S VOL 578 CRITI CAL E/I;..I VOL 1 1 96 CRITI CAL SUM 1 774- ************************************* NORTHBOUND LANE 1'-101..) WIDTH 1 R. . 12.0 2 L. . 12.0 3 L. . 12.0 4 . . . . 5 . . . 6 LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH LoJESTBOUND MOl..) IAI I DTH R. . 12.0 R, , 12.0 L . . 12.0 T. . 12.0 L. . 12.0 T. , 12.0 L. . 12.0 R. . 12.0 T. . 12.0 T. . 12.0 L. . 12.0 NORTHBOUND TRAFFI C I.JOLUMES SOUTHBOUND EASTBOUND l/,IESTBOUND LEFT THRU RIGHT 619 o 375 359 o 93 :381 509 :347 675 571 301 TRUCKS (~,~) NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND -, ~ LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR .9 3 3 3 .9 . '7' .9 PHASING N/S E/J.,.,I PEDESTRIAN ACTIVITY CYCLE LENGTH :5. DIRECTION SEPERATION :5. DIRECTION SEPERATION 1. 0 - 99 (#PEDS/HR) 120 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT :~:U -RI GHT LEFT NORTHBOUND o :371 SOUTHBOUND o 207 EASTBOUND 305 421 WESTBOUND 343 -'''?C" ... ( o_t LEFT TURN CHECK lPI l')OLU~1E :JU~ TED lJOL :APACITY 1 OlJa'l ENT NORTHBOUND 619 707 o N/A SOUTHBOUND 359 395 (I N/A EASTBOUND 381 421 o N/A LoJESTBOUND 675 775 I) N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS IMPROVED BOYNTON/I-95 1988 AVERAGE ANN DATE 10/11/88 ********************************** LEVEL OF SERVICE C SATURAT ION 7' ::2 CRITI CAL N/S lJOL 5::2:3 CRITI CAL E/W lJOL 66:3 CRITICAL SUM 1 1 86 ************************************* LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV WIDTH t-l0V (All DTH t-l0V (All DTH 1 R. . 12.0 R. . 12.0 R. . 12.0 R. . 12.0 2 . L. . 12.0 L. . 12.0 T. . 12.0 T. . 12.0 3 L. . 12.0 L, . 12.0 T. . 12.0 T. . 12.0 4 L. . 12.0 L . . 12.0 5 L. . 12.0 L. . 12.0 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND IAI E ST B 0 UN D LEFT THRU RIGHT 561 o 346 331 o 81 347 484 311 623 544 272 ..., .:;. LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR TRlIC~~S (~~;) NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND . '7' 3 3 3 .9 ,9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :5. DIRECTION SEPERATION :5. DIRECTION SEPERATION 1. 0 - 99 (#PEDS/HR) 120 SECONDS CRITICAL LANE VOLUMES 8'1 MOVEMENT lPt IJOLUME ).JIJ~ rED VOL ~:APACITY 10VEMENT NORTHBOUND 561 638 o N/A SOUTHBOUND EASTBOUND WESTBOUND 0 290 :326 189 199 373 LEFT TURN CHECK SOUTHBOUND EASTBOUND ("IESTBOUND 331 347 623 361 380 712 0 0 0 N/A N/A N/A lRU -R I GHT LEFT NORTHBOUND o 334 GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS IMPROVED BOYNTON/I-95 1988 PEAK SEASON' DATE 10/11/88 ********************************** LEVEL OF SERVICE D SATURAT ION 78 CRITICAL N/S VOL 578 CRITI CAL E/I..<J tJOL 7 1 1 CRITI CAL SUI"1 1 2 8 9 ************************************* 1 R. . 12.0 12.0 12.0 LANE GEOMETRY SOUTHBOUND EASTBOUND I...JESTBOUND 1"1OV WIDTH t10V WIDTH 1"10t) l"IIDTH R. . 12.0 R. . 12.0 R. . 12.0 L; . 12.0 T. . 12.0 T. . 12.0 L. . 12. (I T. . 12. (I T. . 12.0 L. . 12.0 L. ; 12.0 L. . 12.0 L. . 12.0 NORTHBOUND LANE MOV WIDTH 2 .... .;;,. L. . L. . 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND I...jESTBOUND 375 359 o 93 381 50'~ 347 675 LEFT THRU RIGHT 61'? o 571 301 :3 3 LOCAL BUSES (#/HR) (I o (I o PEAK HOUR FACTOR TRltCKS (~/~) t',!ORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND . l~ .9 .... .;;,. . '? 3 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :5. DIRECTION SEPERATION :5. DIRECTION SEPERATION 1. 0 - 99 (#PEDS/HR) 120 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT iRU -R I GHT LEFT NORTHBOUND (I 371 SOUTHBOUND o 207 EASTBOUND 305 221 I..,IESTBOUND 343 406 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND I...JESTBOUND lP' l)OLUME 619 359 381 675 ),]U.;j rED 1.')OL 707 395 421 775 ::APACITY (I 0 (I 0 10tJEMENT N/A N/A N/A N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON/I-95 1989 AVERAGE ANNUAL DATE BACKGROUND ********************************** LEVEL OF SERVICE [) SATURATION "7"7 CRITI CAL N/S VOL 58:3 CRITI CAL E/W VOL 691 CRITI CAL SUM 1 :2"74- ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUt"'~D t'10V WIDTH 1 R. . L. . L. . 12.0 12.0 12.0 R. . L. . L. . 12.0 12.0 12.0 R. . 12.0 12.0 12.0 12.0 12.0 R. . 12.0 12.0 12.0 12.0 12.0 2 T. . T. . L. . L. , T, . T. , L. . L. . 3 4 5 6 NORTHBOUND TRAFF I C t)OLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT 642 o 362 346 o 144 423 498 407 .'~'-' 0...1'::' 54'? 291 3 3 3 3 LOCAL BUSES (#/HR) o (I (I o PEAK HOUR FACTOR TRUCKS (/~) NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND . 't . ';.' .9 .9 PHASING N/S E/l.J PEDESTRIAN ACTIVITY CYCLE LENGTH :5. DIRECTION SEPERATION :5. DIRECTION SEPERATION 1~ 0 - 99 (#PEDS/HR) 120 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT JRU -R I GHT LEFT NORTHBOUND o 385 SOUTHBOUND o 198 EASTBOUND 299 247 WESTBOUND :3217' :392 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND l.JESTBOUND jpt"- t)OLUtv1E 642 346 423 4'~~ .Ju~ I ED I,)OL 735 379 472 r r APACITY 0 0 0 0 Ot)EMENT N/A N/A N/A N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON/I-95 1989 PEAK SEASON DATE BACKGROUND ********************************** LEVEL OF SERVICE [) SATURAT ION 8:3 CRITI CAL N/S lJOL ...::. 1 "7 CRITI CAL E/W lJOL "75"7 CRITI CAL SUM 1 :3"74- ************************************* LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND I,J..IESTBOUND LANE t10V WIDTH MOV WIDTH 1"10V WIDTH MOlJ l.oJI DTH 1 R. . 12.0 R. . 12.0 R. . 12.0 R. . 12.0 2 L. . 12.0 L. . 12.0 T. . 12.0 T. . 12.0 ~, L. . 12.0 L. . 12.0 T. . 12.0 T. . 12.0 .;;.. 4 L. . 12.0 L. . .12.0 C' L. . 12,0 L. . 12.0 ~I 6 NORTHBOUND TRAFF I C VOLUf'1ES SOUTHBOUND EASTBOUND 1,..IESTBOUND LEFT - mu ,~! GHT 665 o 376 o 147 457 706 .~39 ~O'"=' '-", ..... 551 407 ~:15 NORTHBOUND SOUTHBOUI'lD EASTBOUND 1,...IESTBOUND TRUCKS (~~) 3 3 3 3 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR . '7' .9 . I? . .~ PHASING N/S E/J..oJ PEDESTRIAN ACTIVITY CYCLE LENGTH :5. DIRECTION SEPERATION :5. DIRECTION SEPERATION 1. 0 - 99 (#PEDS/HR) 120 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT 1F.:U -R I GHT LEFT NORTHBOUND o 400 SOUTHBOUND o 217 EASTBOUND 331 269 t.,1ESTBOUND 3:33 426 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND 1,..,1ESTBOUND IF'UT I..)OLUME .~65 376 457 70,;5 )JUSTED I.')OL 763 415 513 :312 ::A P--" 0:: I TY 0 0 0 0 .101.... _. 'lENT N/A N/A N/A N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON/I-95 1989AVERAGE ANNUAL DATE WITH PROJECT ********************************** LE\)EL OF SER~J ICE D SATURAT ION "'78 CRITICAL N/S VOL 589 CRITICAL E/W VOL 6 '?9 CRITI CAL SUM 1 :2:3:3 ************************************* 1 R. . L. . L. . 12.0 12.0 12,0 LANE GEOMETRY SOUTHBOUND EASTBOUND iJJESTBOUND MOV WIDTH MOV WIDTH t10V WIDTH R. . 12.0 R. . 12.0 R. . 12.0 L. . 12.0 T. . 12.0 T. . 12.0 L. . 12.0 T. , 12.0 T. . 12.0 L, . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 NORTHBOUND LANE MOV WIDTH 2 3 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND l,JESTBOUND LEFT IRU I'dGHT 651 o 362 346 o 154 434 511 414 652 560 291 t...JORTHBOUND SOUTHBOUND EASTBOUND iAlESTBOUND TRUCKS (%) 3 3 3 3 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR . 17- . '7' . ''71 . . .. PHASING N/S E/IAI PEDESTRIAN ACTIVITY CYCLE LENGTH :5. DIRECTION SEPERATION :5. DIRECTION SEPERATION 1. 0 - 99 (#PEDS/HR) 120 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT jRU -R I GHT LEFT NORTHBOUND o 391 SOUTHBOUND o 198 EASTBOUND ~,IESTBOUND 307 254 :.:::.::.5 :392 LEFT TURN CHECK NORTHBOUI'W SOUTHBOUND EASTBOUND lJ,IESTBOUND lPUT \JOLUt1E ,~51 346 434 ,552 ).JUSTED lJOL 746 379 485 747 ::AF-- .-:: I TY 0 0 0 0 10\., _.'lENT N/A N/A N/A N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON/I-95 1989 PEAK SEASON DATE WITH PROJECT ********************************** LEVEL OF SERl.) ICE D SATURATION 84- CRITI CAL N/S VOL 6:2:2 CRITICAL E/W VOL 764- CRITI CAL SUM 1 386 ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOt-1ETRY SOUTHBOUND EASTBOUND MOV WIDTHMOV WIDTH WESTBOUND t10l."J l,oJ I DTH 1 R. . L. . L. . 12.0 12.0 12.0 R. . 12.0 12.0 12.0 R. . T. . T. . L. . 12.0 12.0 12.0 12.0 12.0 R. . T. . T. . L. . L. , 12.0 12.0 12.0 12. (I 12.0 2 L. . L. . 3 4 5 6 L. . NORTHBOUND TRAFF I C t')OLUMES SOUTHBOUND EASTBOUND l,oJESTBOUND 157 468 564 417 70.;5 650 LEFT fRU t(IGHT 674 o 392 376 o :=: 15 .-. .;;) LOCAL BUSES (#/HR) o o o (I PEAK HOUR FACTOR TRUCKS (~I~) t'.../ORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 3 . '7- . '7' . I? :3 3 .9 PHASING N/S E./l..J PEDESTRIAN ACTIVITY CYCLE LENGTH :5. DIRECTION SEPERATION :5. DIRECTION SEPERATION 1. 0 - 99 (#PEDS/HR) 120 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT iPU -RI GHT LEFT NORTHBOUND o 405 SOUTHBOUND o 217 EASTBOUND 338 276 l....IESTBOUND 390 426 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND v,IESTBOUND lPUT t')OLUt1E ,;574 37,;5 468 706 ),JU:3TED t')OL 773 415 526 812 ::Ar~:ITY (I 0 (I 0 .101...- ....dENT N/A N/A N/A N/A REVISED BOYNTON BCH BLVD/I 95 1985 HeM: SIGNAL!ZED INTERSECTIONS ='_!1'1MAF:Y C::ET'~JPT **t***********tt***************************************~i*******tt******** AREA TYPE.....OTHER ItJTERSECTIO~J..BQ~'NTQ~J BC}~ 9LVD/I-95 ANALyST.......PIV DATE..........l0/l1/88 TIME..........1?89 AVERAGE ANNUAL COi"1t1ENT. . . . . . . REV I SED BACVGROUND I t1P n EEOt-1ETPY EB~:I/IB !:)UAL LEFT2 ------------------------------------------------------------------.-------- VOLUME2 GEQi..tETRY EB \J.JB NB ,-'0 EB I;JB h.tO :38 .:J....., '''''.N; LT 459 467 32t. 33() L 12. 0 L. 12. <) L 1 ..., ,", I . ..., (1 J. ,~ . - ,-, J. ...:.. TH 5'70 4'78 (> ,-, I 1 '"' (> 1 12. 0 L 12. ~) I 1'"'1 (> - '- J._. I- ..... .i. .-:. . RT ,..,,.,~ ,"", 214 156 T 12. 0 T 12. (1 F 12" 0 R . 2. 0 .a-"';" '_' ..., , 1 F'I::' (> (> 0 '-I T 12. (i T 12. 0 12. n 1..., 0 ',I.. - I .1, .1_. R 1 ,.., 0 F' 1.2:t !) 12. ~) 1 ,..., c~ J._. ..;_. II 12. (> .'"' 0 1 ,.., () 1 :2. (I ... .:-. ~ .,~. GRADE HV .' ".' , ~ :. J' / .l \ '" , EB l'JB NB 0.00 0.00 0.00 ::: :I ()() ':;:. ()() 3.00 :3B ;", ..",;.., ....-. ..... .... :::.. ~)() EB PI'-I-l X X X PH-2 ~'j:j LT TH F:T PD LT TH F:T F'D AD,] F'VG '""N Nm 1'1 0 N 0 N 0 N (l ADJUSTMENT FACTORS BUSES RHF PEDS Nb BUT. miiJ T 25.8 "'!' APh' . TYPE F'ED. ,I ~,~ 5() 50 50 N N 1'1 () 0.90 0.90 0.90 25. ~3 31. _.. 3 (> o () ~'J '".:!"1.8 ~i'''~ c~ . 9!) :3 I Gr-'Jr~tL E:ETT I r~G~3 C':'CLE:: LE~'1c:'r!'4 := F:~f_.:: f'~'.f-::- l:2C).(> F'L.I_"'!' : I "_' PH-1. FH-4 PH--4, NB LT TH x x x x RT PD LT TH RT PD x x '2B >< -------------------------------------------------------------------------- LANE GF~FJ . I'.//~C EB L O. 507 T () . ~ot) p 0 . 260 :',1)3 I ,", S'?:S ..... n T O. S85 1::- ...., 345 , , . . NB L () . 666 F~ ~) ~~ 1 . SE:: L (\ . 642 r-:~ 0 . 242 INTEF:SECT I m-,!: L.E\'EL OF 2EFV ICE G/C DELAY LOS {;,F'!=' II DE~!.... A '{ ,::pp. LOS 0.308 0.30:3 (). 6:33 2t,.:2 ,.,~ .~ ~'-'. ..... J.. -:'!" w ~ '_' D C P D D B D C D B D 21.4. C ,....;r ..., 010:' '.~'. ..&::. (). 2.-~. '7 () a ::.~,7 3(~.. r) " ',J 25113 ~) a 592 ().1,~,7 C!.. ..1:2 5 CJ '.., '-J . .&.:.. ~..,. 0 "-',' . ~-' 2~' ~ 9 D 15. .4 ~IC:' 0 ~- ..... =- ..... 0.175 (). 47~5 36.7 1'"' n 1 Dela'! = 24.2 <sec,'veh> \/I/C = ~). 735 LOS = C 1985 HeM: SIGNALIZED INTERSECTIONS dUI"I1'1AF:Y F.:EF'ORT *******.~*********************~******************************************** INTERSECTION..BOYNTON BCH BLVD!I-95 AREA TYPE.....OTHER ANALYST.......PIV DATE..........10/11/88 TIME..........1989 PEAK SEASON COMMENT.......REVISED BACKGROUND IMP. GEOMETRY EB&WB DUAL LEFTS EB VOLUt1ES WB NB GEOMETRY SB EB 4oC" ,....J 5()5 58~) ~-,.o ....;.....;.w ~C"c ._.....J . L 12.0 L l-'JB 12.0 NB 65:3 o n '.' 1 '- 12. () I '- 12. () I '- 12. () L. L R SB 12.0 12.0 12.0 12.0 LT TH RT F:F: L 12.0 228 300 ,-,""':!",., .....-...,;.. 159 T o o o ~) T I 12.0 12.0 12.0 T T 12.0 12. ,) 12.0 R 1~ r"J .-. '- 12.0 R 1 ~ {-, ... "'-. '..' 1. 2. ~) 12 . ~) 12. () 12. () F.: 1 2 . (~ tiD.JUSTMEI'H FACTORS GRADE HI) AD,] PVG BUSES PHF PEDS PED. pllT P,FF. TYPE _-.,_' I . ...... , (~~ ) Y/N rJm f'Jb v /~,I mi n T \ /.) I : , EB O. 00 ~ 00 N <) 0 O. 90 5(J N ..., t:' 8 '-' . ~._l. - WB (> . 00 - 00 N 0 0 o. 90 50 i..J 25. :3 .~ .::,. . - N:E: o. 00 ""'!' 00 N 0 c' 0. 90 5() N 31 8 ~ '-' . .' . :313 (! ~)~) - (F) N 0 ~) O. 90 5C> N 31 :3 -? . ..::. . . '. :3 I GN(~IL SETT I NGS CYCLE LENGTH = 170.0 EB LT PH-1 X FH-2 PH-3 F'H-4 F~T x x x NB LT TH F:T F'D 58 LT TH HT PD F'H-1 X PH-=: I='H-3 F'H-4 TH F:T PD vJB LT TH x x x x x PD LEVEL OF ~:EF:I) I CE LANE GF:P. V/C G/C DELAY LOS APP. DELAY {."'.r::'Ct LOS ,. , . EB L 0.574 0.308 ~"'7 . 1 D 22.7 C .... ,," T 0.697 0.308 24.8 C R 0.265 0.633 6 ~ B . ..::' WB L 0.677 0.267 31.4 D 24.9 C T 0.716 0.267 "':" "":!" D ~, . '-' R 0.374 0.592 8.4 8 NB L 0.725 O. 167 "":!'Q "":!" D 30.0 D '-' ( . ,_I R 0.402 0.425 15.7 C SB L 0.734 O. 175 39. () D ::;:.1. (1 D I~ 0.247 0.475 12. 1 8 I NTEF:SECT I ON: Delav = 25.7 (sec/veh) v/C = 0.817 LOS = D 1985 HCM: SIGNALIZED INTERSECTIONS SUI'1t-1AF: V F:EF'ORT ***********:~******************************t********t************t~**t.***tt INTERSECTION..BOYNTON 8CH BLVD/I-95 AREA TYF'E.....OTHER ANALYST.......PIV DATE..........l0/l1/88 TIME..........1989 AVEF:AGE ANNUAL COMMENT.......WITH PROJ~REVISED BACKG. 19~8 IMPROVEMENTS VOLUMES E,EOMETc;''( EB v.JB NB co EB vJB N8 58 ......... LT 4.70 467 335 330 L 12. 0 L 12. I) L 12. 0 L 12. I) TI..J .::...-\~ 1= (-\f;:) ,:) ~) I 12. () L 1~. 0 L 1211 0 L .12. (> ,. . ......J....._. ..J '_' , '- RT 8"'""1~-:r ""'...,. ...,. 214 166 T 12. (, T 12. I) R 12. 0 R 12. 0 ~...:,...;. -, / -' F:R 0 (> 0 () T 12. (> T i'" 0 i '" 0 ~2. <) . ~. J.,.a;... R 12. 0 R 12. () 1 '"7' 0 1.: ~ 0 ~. 12. 0 12. 0 ; ...., 0 1'" 0 .~. .~ . -'- .;;.. . ADJUSTr-1El'H FACTOF:S GRf~DE HI! ADJ PKG BUSES PHF PEDS PED. BUT. i~F'F . ..,...../c1r- ,. I :- I c. ( ~..: ) (~~ ) Y,iN Nm Nb v ,IN mi Ii T , EB 0. 00 "":!" 00 N (> 0 O. 90 50 1'.) ""' C" 0 ~ "-' . ~~. u - \o'JB ~) . 00 "":!" 00 N 0 0 ,., 90 50 N 25. 8 3 "-' . '..~ . NE: O. 00 ..... 00 I'~ 0 0 O. 90 50 N 31 El "":!" ...:. . . 33 ~) ()() ..... 00 N 0 ~) O. ':;>0 ~(") r',~ .....1 8 3 . -' . "~' . S I GNP!!_ SET: INGS CYCLE LE~JGTH = 12C).O EB LT PH-1 X F'H-2 PH-3 PH-4 F'U_i I! ... F'~-1'-2 F' \.1 - "" F'L.!- 4 TH F:T PD X X X NB LT TH PT F'D ~3B L T TH PT PO x TH FT PO IT '- I x x x vJB x x LEVEL OF SEPVICE U:iNE (~F~Ff . I! if""' G/C DELAY LOS AC'r.:, DELAY APP. LOS . , ..... , , . EB L () .. C"1 '.:) O. 308 "'t., ,~. D 21 C" C ~'.;. _u. . T O. l 1 ~ I:) . 3()8 ...,~ "". C ,:j.a....;. ..J F: O. 271 O. L~~ L - B 1.-,"-,._, W. '- WB L 0'" C:OL ~-, ...., l_"7 3~) . ,) D 23. ..,.. C - . .- ..... .... . ...... ,_oJ . ....1 T O. C"'.:)'.:) O. r")L"7 ,",:,1 c=: c::; D ....) J ,-' .....;...J l ... _. If I::' -::~ . 345 () . <=:0'" 0 '" B , , -...J.. ...;... ''''; . ..;. NB L () . :;85 ,'J .. i i. "7 38. '" D '":00 "":!" D ... '-' , - ..:... " . - ~...' (~ . 371 ~) 41""\"'" 15. "'1 C . ...:......; SB L () . 642 () . 17c:: 36. 7 D ':'to 5 n ...-...-' .. >..' F~ .:..:. ...., C'" '::J .:) . 4.....r.=- 12. :2 B . -. ...J'...J .. ..J I 1".{rEF~3ECT I or~: Delay = 24.3 (sec,I~'eh) \)/C ::: Ci.748 LOS ::: C 1985 HCM: SIGNALIZED INTERSECTIONS SUMMAF:Y REPORT ************************************************************************** INTERSECTION..BOYNTON BCH BLVD!I-95 AREA TYPE.....OTHER ANAL YST . . . . . . . P I V DATE..........l0/11/88 TIME..........1989 PEAK SEASON COMMENT.......WITH PROJ~REVISED BACKG. 1988 IMPROVEMENTS VOLUt1ES GEOMETRY EB ~JB MB 00 EB \lJE NB SB '..J_" LT 506 505 347 359 L 1'" ,") L 1 ", ,", L 1 ~. (: L 12:1 ~) .-. ".. ...~. " TH 666 c::o 1 ,', 0 , 12. Cl L 12. ~) I 1'" Cl L 12. (> '"" ... " '- "- ...-. RT 238 3()(~ 232 1'::.9 T 12. (1 T 12. c~ P 1:2. () P 1'" ,", t ... ~. " c:. c:. ~) 0 ~) 0 T 1'" Cl T 12. 0 1 ,., 0 1'" (> I ',I, . ~. .. .a.:. . .. .... . R 12. (~ P 1::. () 1'" ,", 1:2. C~ ~. 1'" ~) 12. ,) 12. ~) 1 ...., (> . ~. J.~. P:DJUSTME~!T F (;CTOF~S GF:ADE HI,' p,C.] pvr: E~USES PHF PEr.S pcr-. PUT f\ c,c, T'l:=:E 1',_ . . I " ,.. ( 'l \ ( :~ ~ " f 1\ I ",..... Nb ';' / ~'~ ini n T .. i .. :""11 EB ~:) ~)(~ ..,.. '::,~) ~~ (! () r:! 9':! C:t-\ ~l '"";"C: 0 ..,.. . '- . . -. '-' ~.- . !.l'C ~) ~)!) 3. ~)~) N ~) ~) ,., .0') 50 !'~ 25 '~'J '.. t'",_, . . . -n,) - NE ~) ~)() '"< Cl(: 1\1 r) () (:~ 0, . , ~(~ N ..,.. 1 0 ..,.. . . 0" . - . - 0:::.'0 () ( . ~ ~ . ) 3. !)~) ~J ~) () ~) 00 5') I\.! '"< 1 '3 3 '-"-' . - . . ., . ~\/"'l t::" I C"r-.fr:'TI..J .- "...,/' '_1?0o-._ .lo-l.-' ..,..... I. I "- l~O.O C'U_i~. i='i,j -...... PH-:!. X C'L.J_ '"< I 1 I "_ S I 5~~t:'~'IL SETT! :--~ss F' L.! - .1. PU_", t::,W_~ r::;'LI_'" I I I ""- LT TH x F:T \I " ,tit::; 'r'V_' PD I 'r '- . x TH x X F:T PD L..A~'JE .-:. C.Co \. , l~ G/C '..oIl " . 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S:'2:2 L,!JI3 :: D GREINER ENGINEERING CRITICAL MOVEMENT sr .- I ENCE=3 ANAL'YSI S REVISED BOYNTON/I-95 1989 AVER ANN DATE BACKGROUND ********************************** LEVEL OF SERVICE B SATURAT ION 6 :2 CRITI CAL N/S VOL :3 '7 4 CRITI CAL E/W I..)OL 65:3 CRITI CAL SUt-l 1 0 :2 '7 ************************************* 1 2 R. . 12.0 12.0 12.0 LANE GEOt-1ETRY SOUTHBOUND EASTBOUND WESTBOUND MOV {/HDTH MOl.) WIDTH t-l0V {,.II DTH R. . 12.0 R. . 12.0 R. . 12.0 L. . 12.0 T. . 12.0 T. . 12.0 L. . 12,0 T, . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 NORTHBOUND LANE MOV WIDTH L. . 3 L. . 4 5 6 NORTHBOUND TRAFF I C IJOLUMES SOUTHBOUND EASTBOUND vJESTBOUND LEFT IRU RIGHT 326 o 214 330 459 o 590 467 49:3 156 223 277 . , .:;. LOCAL BUSES (#/HR) o I) o o PEAK HOUR FACTOR NORTHBOUND SOUTHBOUND EASTBOUND 1..oJESTBOUND TRUCKS (%) 3 .1'7' 3 ,-, . " . '7' . 17' 3 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :5. DIRECTION SEPERATION :5. DIRECTION SEPERATION 1. 0 - 99 (#PEDS/HR) 120 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT -iRU -RIGHT LEFT NORTHBOUND o 1:36 SOUTHBOUND o 188 EASTBOUND 354 270 WESTBOUND 299 275 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND IAIESTBOUND JPUT I.)OLUME 326 330 459 467 ).JUSTED l')OL 355 360 515 525 ::Ar- -; I TY 0 0 0 0 '101" ....1'1 ENT N/A N./A N/A N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS p--........I I SED BOyt-..JTON........ I -''7"5 1 989 PEAK SEASCIt-.... DATE BACKGROUND ********************************** LEVEL OF SERVICE C SATURATION .:::. 9 CRITI CAL N/S ',)OL 40 1 CRITI CAL E/W 'vIOL 7' 4 0 CRITI CAL SUM 1 1 4 1 ************************************* 1 2 R. . L. . L. . 12.0 12.0 12.0 LANE GEOMETRY SOUTHBOUND EASTBOUND I;JESTBOUND MOV WIDTH MOV WIDTH MOV WIDTH R. . 12.0 R. . 12.0 R. . 12.0 L. . 12.0 T. . 12.0 T. . 12.0 L. . 12.0 T. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12,0 NORTHBOUND LANE MOV WIDTH .-, ..:> 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND I;JESTBOUND LEFT IRU KIGHT 338 o 232 359 o 159 495 653 228 505 580 300 NORTHBOUND SOUTHBOUND EASTBOUND I;JESTBOUND :::: LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR TRUCKS (~..;) 3 3 . '7' . 17' . $' 3 .9 PHASING N/S E./W PEDESTRIAN ACTIVITY CYCLE LENGTH :5. DIRECTION SEPERATION : 5. DI RECTI ON SEPERATION 1. 0 - 99 (#PEDS/HR) 120 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT -lRU -RIGHT LEFT NORTHBOUND (I 194 SOUTHBOUND EASTBOUND vJESTBOUND 0 392 348 207 292 299 LEFT TURN CHECK SOUTHBOUND EASTBOUND l....IESTBOUNO 359 495 505 395 558 570 0 0 0 N/A N/A H/A NORTHBOUND ~PUT VOLUME 338 )JUSTED VOL 370 :AP-~ITY 0 "lOt.,., _,"lENT N./A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS REVISED BOYNTON/I-95 1989 AVER ANN DATE WITH PROJECT ***************************~****** LEVEL OF SERVICE B SATURAT ION 64 CRITI CAL N/S VOL :3 8 0 CRITI CAL E/W VOL 667' CRITI CAL SUM 1 047' ************************************* 1 R. . L. . L. . 12.0 12.0 12.0 LANE GEOMETRY SOUTHBOUND EASTBOUND '^,ESTBOUND MOV WIDTH MOV WIDTH !"lOt} l"'} I DTH R. . 12.0 R. . 12.0 R. . 12.0 L, . 12.0 T. . 12.0 T. . 12.0 L. . 12.0 T. . 12.0 T. , 12.0 L. . 12.0 L. . 12.0 L. . 12.0 L. , 12.0 NORTHBOUND LANE MOV WIDTH 2 3 4 5 6 NORTHBOUND TRAFF I C t}OLUMES SOUTHBOUND EASTBOUND WESTBOUND I..EFT IRU HIGHT 335 o 214 330 o 166 470 603 467 509 233 .;.-::--, .... ( ( .-. .;;) 3 3 LOCAL BUSES (#/HR) I) o o o PEAK HOUR FACTOR NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (%) 3 .9 .9 . I? .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :5. DIRECTION SEPERATION :5. DIRECTION SEPERATION 1 . 0 - 99 (#PEDS/HR) 120 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT iRU -RI GHT LEFT NORTHBOUND o 192 SOUTHBOUND EASTBOUND l.<.IESTBOUND 0 362 305 188 277 ..,......C' .L.' _f LEFT TURN CHECK SOUTHBOUND EASTBOUND WESTBOUND 3:30 470 467 360 528 525 0 0 (I N/A N/A N./A NORTHBOUND JPUT VOLUME 335 ),JUSTED t)OL 366 ::AF-"": I TY (I 1 (It" ~I 'lENT N/ A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS P~VISED BOYNTON/I-95 1989 PEAK SEASON DATE WITH PROJECT ********************************** LEVEL OF SERVICE C SATURATION 7" 0 CRITI CAL N/S VOL 40 6 CRITI CAL E/W l)OL 7" 5 5 CRITI CAL SUM 1 1 6 1 ************************************* . . .::;.. R. . L. . L. . 12.0 12.0 12.0 LANE GEOt'1ETRY SOUTHBOUND EASTBOUND l...JESTBOUND MOl) WIDTH MOl) WIDTH tv10l) I^, I DTH R. . 12.0 R. , 12.0 R. . 12.0 L . . 12.0 T. . 12.0 T. . 12.0 L. . 12.0 T. . 12.0 T, . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 NORTHBOUND LANE MOV WIDTH 1 2 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND I..JESTBOUND o 359 506 o 666 169 238 505 591 300 LEFT lRU r:.LGHT 347 232 3 3 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR NO RT H B 0 Ut-.~ D SOUTHBOUND EASTBOUND I."IESTBOUND TRUCKS (X) 3 3 .'? .-. . 7' . '? 9 . . PHASING N/S E./tAI PEDESTRIAN ACTIVITY CYCLE LENGTH :5. DIRECTION.SEPERATION :5. DIRECTION SEPERATION 1. 0 - 99 (#PEDS/HR) 120 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT -lRU -RIGHT LEFT NORTHBOUND o 199 SOUTHBOUND EASTBOUND I.J,IESTBOUND 0 400 .-,~C" ..j.J.J 207 299 299 LEFT TURN CHECK SOUTHBOUND EA:3TBOUND klESTBOUNO 35'7' 506 505 395 571 570 0 0 0 N/A N/A N/A NORTHBOUND ~PUT VOLUME 347 )JUSTED VOL 380 :ApASITY 0 Kllv . '1 ENT N/ A z} .' ~.. t iiiI PARCEL 7-5.83A STRUT O~Flce ~__-A_-1 , . ------~ r--'-"'--- 'I , . I' ... ------:...rTl . I , I i . t · I I . . I I.I~! . I~ I . I ,,1 . I 1 ; . I I I . 1 I Iii! w........ . I'~i . CD, I -~ Il . . I I :COMMERCIA · I --J-L ....LI...l:>...._ W.M.A. 85' CANAL ROW 2.79A MALL . W....A. W.M.A. I l~ COMMd;C/AL J CONGRESS ....... --A __.....-.-- . . . AVENUE -~- LEGEND: W.M.A. - WATER.....ANAQe...eHT AReA BOYNTON DEAaI MALL PAlM BEAClCOUNTY. FLORIDA PROPOSED SITE PLAN ~ . '<12- EDWARD J. DeIWtIOLQ COUORATIOH . IUCHI.rr" B · lkevised 10/88) " \ GENERV~, I ~ II ~': ' ~RLOJ IV^NHO~ ~ KITE] i LOTHAI~t- I, WI' W ' ~II~ ~i MARLOW) . NOREJN t- rTr a: I I) W ,\ > , ~ I OBERON 1 I I ,I , I ~\ P'NDDRA] I I QUINTON "I I ~{ BOYNTON CANAL I Ii I RETENTION POND ~~ ~~ RETENTION POND I,... 10 ICO I ' ie: en l___1 ~: ~...: z ~ j- -- -~ RETENTION POND U r ---A " ~ , I ~ . I W ibl :~ ----/ . I Ii en -------. I- en "r - l~ i~ Iii 18 I Ii I III i I \11 ! 'I I i I I , "- If ~ o 200 400 """'-' I GRAPHIC SCALE IN FEET "\ (OLD BOYNTON ROAD) BOYNTON WEST ROAD ACCESS ROAD TO BOYNTON - BEACH BLVD. IS.R.804) Greiner, Inc. . a o --. . ~ * LEGEND BOYNTON BEACH MALL City of Boynton Beach, Florida Project Boundary Catch Baaln Curb Inlet Man Hole Flow Dlrectlen Exist. Drainage Area Boundaries Prop. Drainage Area Boundaries Ground Water Sampling Well (SFWMD) Recording Well CSFWMD) Surface Water Auto Sampler (SFWMD) Y/////J .. New Parkin. Wat... Contre' Structure DRAINAGE MAP THE EDWARD J. DeBARTOLO CORPORA TION MAP G Revised 101M BOYNTON BEACH MALL EXPANSION TRANSIT IMPACT STUDY prepared by: Greiner, Inc. on behalf of: The Edward J. DeBartolo Corporation for submittal to: City of Boynton Beach Palm Beach County Metropolitan Planning Organization Treasure Coast Regional Planning Council August 1989 Revised October 1989 TABLE OF CONTENTS Page I. PURPOSE II EXISTING CONDITIONS III. MALL EXPANSION IMPACT 5 IV. TRANSIT ANALYSIS 7 V. CONCLUSIONS 10 VI. RECOl\1MENDA TIONS 14 APPENDIX Study Review Letters From CoTran 1980 Trip Production/ Attraction Variables by Zone CoTran Report of Operations - Fiscal Year 1988 CoTran Ridership - Fiscal Year 1988 CoTran Ridership - Fiscal Year 1989 (thru 4/89) 1988 Socio-Economic Data Estimates LIST OF TABLES Table No. Title P u: e Project Link Impacts 6 2 Required Transit Usage 9 LIST OF EXHIBITS Exhibit No. Title Followine: Study Area Page 1 2 Existing Transit Route System Page 2 3 Mall Express Saturday Shopper Route Exhibit 2 4 Auto Ownership Page 3 5 Median Income Exhibit 4 5 A 1988 Socio-Economic Data Exhibit 5 6 Roadway Links and Mall Expansion Page 5 Traffic Volumes 7 Proposed Transit Routes for Page 13 Mall Service 11 I. PURPOSE The purpose of this study is to identify the potential to utilize transit service to reduce the projected traffic associated with expansion of Boynton Beach Mall. Furthermore, this study is required to document the "transit alternative condition" included in the Treasure Coast Regional Planning Council and the City of Boynton Beach recommended Developm~nt Order Conditions for the expansion of Boynton Beach Mall. In order to satisfy the purpose of this study, the following activities were undertaken and summarized within this report: 1. Collection of existing transi t passenger sta tistics for curren t bus routes In the area. 2. Identification of the extent and location of roadway impacts due to proposed mall expansion. 3. Conversion of increased auto traffic (due to mall expansion) into equivalent transi t passen gers. 4, Determination of transit service areas and potential routes based on results of the previous three acti v i ties. II. EXISTING CONDITIONS Exhibit I illustrates the general trade area limits for the Boynton Beach Mall which are defined by Clint Moore Road to the south, Forest Hill Boulevard to the north, S.R.7/U.S.441 to the west, and the Atlantic Ocean to the east. The existing Boynton Beach Mall contains 1,108,000 square feet of gross leasable area and includes five major department stores. Transit service currently being provided I I 11~ 13<4 I I I I I Ins I I I- 174, I I \ r I \ ,..., 14! \ 742 0;' ... CDI \ I \ 1_~~8_ ~~ \ I 14.1J 141 \ 70\7 '4, I = 1-' ---- : I 1~ I 1~ : I : --a--- -- : 7~ I B3 1~4 ~ I . : --J--' ..- : I : I 1~& 7~ = : 7~ 7 I i I 7~B 7~9 : I j r;~l ; I no 736 --... - --1 137 . . . . . . Greiner, Inc. FOREST HI LEGEND w ::..:: n9 0:: ~45 z a: ~ 3<41 too 3~ 740 4.31 4~ 439 - CD < 9 a: 7.... 0 ...J U. c:i a: (!) o J 434 439 440 4~ 449 4" 4~' 4~2 4~ 4~T ~~9 460 461 467 466 ,,~ 160 468 69 391 MAll LOCATION <: ~ I.tJ () o () - /-... <: ~ -oJ /-... ~ _. NOT TO SCALE BOYNTON BEACH MALL EXPANSJON TRANSIT IMPACT STUDY --- Mall Trade Area Boundary (As per DR\) B Socio-economic Zones STUDY AREA ,THE EDWARD J, DeBARTOLO CORPORA TI ON Source: Palm Beach County MPO EXHIBIT within the general area of the mall is shown on Exhibit 2. The only route presently serving the mall is a mall express route that operates between the area's five malls on Saturday only. Headways are typically 60 minutes. This route is illustrated on Exhibit 3, Operation and ridership statistics provided by the Palm Beach County Transportation Authority (CoTran), included in the appendix of this report, indicate that for fiscal year 1988 (l0/1/87 - 9/30/88) the entire transit system carried 14.5 passengers per hour. In particular, the Saturday mall express route carried 13,7 passengers per hour for fiscal year 1988. For fiscal year 1989 (through April, 1989) overall ridership was down 3%, and down 16% for the mall express route alone compared to the same timeframe in the previous fiscal year. According to CoTran, this level of ridership represents an overall average of just under 1% modal split. This modal split may also experience a change (higher or lower) in the near future based on two factors. First, it has been over 3 years since fares have been increased. If fares are increased, ridership could decrease. Secondly, an origin-destination ridership survey has not been performed in 10 years. However, a 75% coverage survey took place beginning in mid-July 1989 and has been documented in a September, 1989 report. Based on the results of this survey, route patterns, fares, head ways, etc. could be adjusted to improve operations efficiency and provide a higher level of service where warranted. 2 z '" I- 0 iii en u.J i: Z I- 0 x <C :=l ..J w C. >- = 0 >< 0 ",,= f- :J 0: UJ f- "" = ..:z ..I (() LU LU alO ..I f- = Q.. "'i= <C 0 Q.. Q.. 0..: 1: ~ ..: ><= '0: U(Il a. u.J == -'0 ~ffi :t: ~ ....I"" oa. U 0:0: f- ....I >- ..:0 llIC <C (ii << :!:0 ia: UJ z :iE= .JCI m ..: 0 = UJ C1~ N z 0: :=l UJ Q, Of- I- :I: ~ I- < f- Z "" > 0 m ..... % o c:I Ul III Z o I- Z > o III a: w a. a. o :I: a: w D. D- O :I: In ~ a: ij In 1: U c:I Ul III ~ a: .J 1IJ C ~ <; '" ;; < c .:! B <; ~ c ~ I- .. c " o <:> '" " .. .. '" E OJ <1. z o ~ a: c:I U ;J .. ..... ~~ ;,; ~ " o rn " I ~!~@ J .E 0;' c: iii (; ------------------- ~ ~ in ~ u> <l~ ffiu "' It 1-' . 00 @ ~~f; ;;g~~ ~ ~ @0 CD ;i~~ in >= z 3 ~ .. .. ~ ~~ z" i~ -4 :r U ~ ~ z o I- Z > o al (lRlOlE 'jOlFCOllRSE , .. ",'"1' 1 ~ o Z:r <ltJ ;f<l " IU _1Ii :r .S:? ;;; "' ~ PAlMBEACHCOUNfY BROWARD COUNTY - - - - - - ------- '" Z >- 0 ~ en 0 " Z X <l: -J W 0- r t: 0 >< 0 >- " W ::l en=: a: ::: >- <tz :l CIl ~u.J CDO ~ >- =1- '" - <l: u 1-;2 of- ~ <t <t :z: 0. =en .-;g; (.) ~ :z: I.U 00. -I- a: a: <<I: >- 1-= W 0; enc::::l <to a::l z ;::c= ;:u Z <t a a: I.U UJ 0 f- UJ ';:..e= l- I ~gE z f- ;~ > 0 Z a::l f S <l Z <l IE ~~~ ~~~ u '" ~. $ '" :; :: ~ < c ~ " ~ 0 <> .. c 0 " Q. ;:. ::E '" "'- - c c ~ ~ 0 ~ <J .c .c " u " " " " alai E E 'Gc Q. Q. il " " 3 o '" <5 ru ~ >0:'. u ~~ z ~ ~~ ~~ Wu 0: ~ ~~ ~~ ~ 0:'-1 o~ ~z ~ ~ ~~ ua ~ < ~ ~i:3 ~ ~ 2 58 g ffiU 8 ~ ~ ....ic~*@....JQ~. ~ U .E '" c '0; 25 - - - - -- Also included in the appendix of this report are the 1980 zonal data files for trip productions and attractions in the Boynton Beach Mall trade area provided by Palm Beach County MPO. Socio-economic data regarding population, residential type, auto ownership and employment has been updated for 1988 and included in the appendix. Transit dependent zones, those areas with the fewest autos and 100west income in 1980, are identified in Exhibits 4 and 5. These transit dependent zones are currently serviced by the CoTran system. Zones also having the greatest number of multi- family dwelling units, and greatest percentage of dwelling units with no auto ownership are identified in Exhibit 5A for 1988. The current zoning map for the City of Boynton Beach was also examined to locate the adjacent areas of highest residential density. According to this zoning map, portions of zones 484, 485, 499, 503, 504 and 519 contain residential density greater than or equal to 9.68 units per acre (classification R2 and R3). In summary, those areas that exhibit the greatest propensity for transit patronage, in priority, are as follows: 1. East of 1-95, between Boynton Beach Boulevard and S.W. 23rd Avenue about 2-3 miles from the mall. This area (zones 501-520) contain low auto- ownership, a significant number of multi-family units, and relatively low (1980) income levels. This first priority area also con tains a resident population of just over 23,000, adjacent employment of approximately 7,700, 3 ~~O~,",~'" ..",..., ~30 I I I 1~ 13-4 I I I I I 'ne . I l- I 174' . I- \. I ~ ~. 7"3 \ 742 ' · 0;. .... "'. \ I \ L~~a_ ~~ \ . 7"5 7"9 ..... 747 . -.1 ~ '-- --1-- ; : 1~ I 1~ :--. . : .----- ~ 7~' B3 7~4 : . : --,--. : I 7~& 7~ . I ~ 736 --... - - '1 731 . . 7':l7 . . . . LEGEND w ~ n9 0: )45 z a: :::::l ~1 I- 3e~ 3~ 3'19 431 4~ c:i a: 4)4 0 0 ""J 4-40 140 438 - '" :..: 9 a: 7"" 0 ...J U. 439 442 4~ 44') 4'1 4~3 4~2 4~ 4~1 4':l6 r'j'j ">42 ~'j9 460 ~I 7'je 7'j1) 461 46& 4~ < ~ IJ.J (.) o (.) - ..... < ~ -..J ..... ~ .' NOT TO SCALE BOYNTON BEACH MALL EXPANSJON TRANSIT IMPACT STUDY t<<1 Greater than 10% Dwelling Units Having no Autos-1980 --- Mall Trade Area Boundary (As per DRD B Socio-Economic Zones . , AUTO OWNERSHIP -THE EDW ARD J. DeBARTOLO CORPORA TI ON Source: Palm Beach County MPO EXHIBIT 4 ~;~ FOREST HILL 81 vn 33i ~~ I -~, . - ,/ 7'.lfl jor WI I'; <..IJ ...- ~ // '/"/. ""G !>CO ~ 01 ... ~2 ~~ 7- ~z.4 ~) J20 lU~> HS 1: ~9 .r-) )8, ~~ <.u; 1~ 73-04 "//"- l.,r :j I 2~1l ~ 3-lZ J]J ,.., f-- 33' 130 . , ,r J.3<4 ,~ ~"1 ...~- , F~") )~3 ~~~:~~.~~~':: R ~ WI 1I---- ..::.!.0~6 t~2t3 l~r1G:) -- ::.:= ~ --. -.. :.L'G57" n9 -'~45 ~46 ~52 ~i;"-- ;U ~z~ ~ Hi j---- a.. 1 ,~ ~a i.3&O .366 .369 z )8~ ~i 3--41 '46 349 I~~O ~I ~ 1-. LANTANA RD. 3~9 (367 )~ll 393 ,J!H "'1 4~ 'n~ 41' '112.., '4~B'7..~ .-;;;- t-- l- ei ~~I---'--"- 'J6 ) _ cr: "'4 ~.3.3 ~I" 411 ,... \ i ~ g 4.3ZHY · <11)7 ~ . 0 4.39'" -1'=--4 ~//L<',t 0f ~B7 \ r-- 7"3 744 ~ 4-40 4~~} :<:f:: ~H/ ~ MALL \ 14Z a; Ii ....z / '~ -- LOCATION ... - ;;j; 441' 7~~ \~~/c_16CAHAl_r_"'~~ ~ ' i~~I,~~~:t~~4 "\ I-'~'_ ~'-- I!OVK~" 1l~',;tll',;~YD.":'~F!r.:~I;;\~ .';':: \\ I 1<411 ~7"9 4~ 449 446 I~~ I~ d n \. 501~F~}-509 7H I . r..r i~ 46Q <490 49s14'}Q 'J;,o:J IJjAid' ," i'- ~9 ~ 1-. __ _ ._ ]::i' ~j~ Q/~i -;~~ : I nl 1~ 4" ~ SW 23RD <10')1; f;".,9" 390 : <l~2 4:)3 ,,~. .'91 C/)I09<4 'I:;:;; ~ 512 ; __1-__ __ ~9Z ~I J~ . 519 : I - ,- -- cr:1 V 6 J91 ~ 1:t B.3 7~" 4~ 4~7 4~6 4' ~~ ~~) ~i"~~ ~~~ - ..:"1=" 520 : ~:'; 01 ~ t..ltl'/:i' :- 0'" ~ :: ~8 ]~i~,~~~6 I~"'I' 3n : 1~S 7~ <4:';9 460 ~1-'-;;T1 -:F~ m Ii -1)1 . 4I)J ~~ ~~~~ 1./ ,n. -~- : 461 ,..., ,... I ,..., 1l/:Z~?... J; -U4 . 7~1 1-. Y) "l J-7 /r/"/~/.o~. : T~13 7:';9 "61 46& 4~ P'O -1 . .3H~:; ~h ~..c ~, : ~ ~",_4 ~!-,~~I~\f:" ~"'S~ :::::::'\n : 1--_ A,~ '~lr" "0 'W.I ,_6~" : 0 ~ro.n 1-1">1;0 ~61 r-~!I : TIt 760 <468 ~ _I !l79 !lOO~.,:--., - 538 : I I~ ~I. 147"> -~O~ ~Cl" 1 ('S'~]1~-~~ .L___.~ t-~-~; 1 LINTON BLXD. -...j.!'1 '1 \~8T ;'~ - "6~6539 f .,,) I \ .78 J 477 ..;,. ~ [90 t~to~/_Ir' m f -",-t~" ,C.:J.~::"" "" "" li ~92 ;~~::1I~:; I:;~:( ~f.: ~.~ h67 'l'l'l, ..: ~I ,~~.'( ~~r Greiner, Inc, .~'J--r-- I - c~~om~~ ,I. ~~ _'0' 136 . --1 I nl3 3a~ 131 7"1 1<10 "'8 < ":r: LlJ () o () - ,...., < ":r: -...J ,...., ":r: . NOT TO SCALE LEGEND BOYNTON BEACH MALL EXPANSJON TRANSIT IMPACT STUDY ~ 1980 Median Income less than $13,000 --- Mall Trade Area Boundary (As per DR!) B Socio-Economic Zones Source: Palm Beach County MPO MEDIAN INCOME .THE EDW ARD J. DeBARTOLO CORPORA TI ON EXHIBIT 5 ...,,, I j I 1--.. -1.,._1/ -I ...__.......~ ,~.1 - 291 zn l')9 JOJ~ 293 m 301 6.l . 314 ~ ~2 J~ h ~ ~21 ~3 320 Pig 1,1_ -+ :urr~~9 .r-3 2'8 .t. , ~.- 38~ n1 ~1 34a 349 3'9 431 4~ c:i a: 434 C) 0 .., 440 741 740 439 r J '" iii (1)1 I ~ "\ I 748 .. r.---- ~ 747 I 748. 749 l-J,~j 1~ : 7~ ~~J 7~4 ~ I . l-1-m '" ~ - en '< o a: 744 0 ...J u.. \\ \ \ .. \ "39 MALL LOCATION 742 < ~ Ll.J () Q 4:l1 4~ () - .... < .c~9 ~ ...,j '- ~ 14'1 . 7~1 I . . I 1~S 7~9 . . . . . . r;~, . . 760 . . . I . , . r-- f ''-~J 767 .. . . NOT TO SCALE Greiner, Inc. BOYNTON BEACH MALL EXPANSJON TRANSIT IMPACT STUDY LEGEND Mall Trade Area Boundary (As per DR!) Socio-Economic Zones Greater Than 10% .Dwelling Units Having No Autos. Greater Than 1000 Multi-Family . Units Per Zone. Palm Beach County MPO --- 1988 SOCIO-ECONOMIC DATA /4601 - .THE EDWARD J, DeBARTOLO CORPORA TI ON EXHIBIT 5A Source: and is served by the second highest ridership route of all CoTran routes (Route IS along Federal Boulevard). 2. North and north west, within 3 miles of the mall. Zones 397 (low auto ownership), 402 and 425 (high number of multi-family units). This area contains a resident population of 20,500, and adjacent employment of just under 5,000. This route would also have transfer potential with Route IS. 3. South of the mall, west of Congress A venue. Zones 489 and 553, between 2 to 4 miles from the mall, contain a high number of multi-family units. This area contains a resident population of 20,200, and adjacent employment is about 2,500, 4 III. MALL EXPANSION IMP ACT A sixth major department store (Sears) is proposed to be added to the existing mall. This department store will increase the total gross leasable area of the mall by approximately 136,449 square feet. The nearest Sears store is 16 miles to the north (Palm Beach Mall) and 14 miles to the south (Town Center of Boca Raton). These locations are both outside the Boynton Beach Mall trade area. As a result of this mall expansion, an estimated net total of 2,955 new daily vehicular trips will be added to the adjacent roadway network. Exhibit 6 displays the resulting average daily and peak-hour traffic estimated to be generated by the mall expansion. Table I indicates that three roadway links will be significantly impacted by mall expansion traffic, assuming that the forecasted background traffic (traffic not generated by mall expansion) is accurate. Traffic data provided by the Palm Beach County MPO indicates that background traffic will increase over 15% on the three links identified as having significant impacts due to mall expansion. 5 ~o^ :iC?~ ~v HYPOLUXO BLVD, ROYAL ~ANOR T1 (322) <30> N~^ 111I:: i' i' t- ..:: N N -v OLD ~Ci)^ ~lOrD -v M....^ N... :aNN ~V I N8~ 082 ~ev (278) BOYNTON 081(573) <55> NEW 81 (59) <6> B2 (103) <13> 83 (328) en <31> (/) w a:: o z o (,) ~~^ > :iNN a: ':V < ~ ...j ~ GOLF Greiner, Inc. G1 (98) <9> LEGEND ~ Project Site C 1 Link Identification (XXX) Mall Expansion ADT Volume <X X X> Mall Expa nsion Pea k-Hour Volume Source: Boynton Beach Mall DRI Substantial Deviation ~ai'^ (.) C? 10 ...... ....'11 H2 (18) <2> N~^ (.)00 C?C? ....'11 w > < M T2 (230) ,,,.... <22> -IO^ Na) ala) ....y 84 (706) <67> COai'^ ",N~ -~y ~o. WOOLBRIGHT ....^ W1 ~~~ (30) - e V <3> RD. CO~ ^ G2 (.)~ ~ (59) <6> D. ST. B5 (665) <64> ~ < t- O) a:: w t- Z B6 (121) <11 > ~ w a:: (,) < w a) N~~ _ION ~y S.W. 15TH. AVE. .. NOT TO SCALE BOYNTON BEACH MALL EXPANSION TRANSIT I MPACT STUDY ROADW AY LINKS AND MALL EXPANSION TRAFFIC VOLUMES THE EDW ARD J. DeBARTOLO CORPORA TION EXHIBIT 6 W ...J '" < .... ~ ~I .... V> .... u < c.. :E ... ~ ....1 .~o 0< '- c.. '" :z ...J .... u w -, o 0:: c.. ~ ::J 0....1 '-0 ~< u '" '" ;j "C"C <ll <ll .... ... u u '" '" ~ft "C <ll .... U '" ft >->- >- ~ .... .... ... c c c '" '" '" .U U U .... c c c '" '" '" V> V> V> 31 "'UUOO<~<"''''CD'''W~'''U<<W<O<<<UO<'''<<< ~ ~o:~~:: ~~~~....ON-~~~~ON~~~~~~~~~~~~ ~~~~~~~~~~~~~N~O~~~~-~~~~~ NN~~~~~~~~N-O~O~~~~~~-~~~N~~~~~ ~~O__O~N~_~~~~~~~~O~~~~~~~ON~~~ ~~~~N~~~~~~~~_~~~_~~~~~~~~O~~~~ ~~~~~~~O~~~~~ON~~~~~~NN~~~~~~~~ NNN~~NNNNNNNN~NN ___NN~~~__ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ _~~~~~N _NN_NN ~N~N -M~~ ~~~~~~~~~~~~~~~~~~~~~~~~~M~~~~~ ~N~~~~N~~M_~_~~~~~O~MN~~_~~N~~~ ... ... ..... ...... ....... ... ~~~N~~ OM~~~~~N~~~~~~NNO~~ro-~~~ NNNMMNNNNNNNNNNN ___NN~~~__ 0000000000000000000000000000000 0000000000000000000000000000000 OOOOO~~~OOOOOOOO-O-O-~~~~O~---- .. .. ... .. ... ... ... .... .. ... ... ... .. ... ... .. .. OOOOO~~~OOOO~~OO~OMO~~~~~O~~MM~ M~MMM~~~MMMM~~MM-M-M-~~~~~N---- ~ 99999999'9999~~99~9~9~99999~~~~~ ~~~~~~~~~~~~~~~~ ~N~N~~~~~~NNNN ~ <ll <ll <ll <ll <ll <ll <ll <ll ::J ::J ::J ::J ::J ::J ::J ::J C C C C C C C C ~ ~ v ~ ~ ~ v ~ ~ ~ ~ ~ > > > > > > > > '- '- '- '- c(CCCCc:(CCc:(c(<C..........)-)- ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ > ~ ~ ~ 00 ~ ~ ~ 00 ~ ~ ~ ~ ~ ~ ~ ~ ~ v ~ v V m ~ m ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ m rn ~ m m m m.- c c c c c c c c o 0 0 0 0 0 0 0 UUUUUUUU~.:EX%: "C"C C'Octlcocococccocn"U 00'" Ol::Ol::~~~...c.J::..&:O u u u u U U 0:: <ll <ll C C '" '" '" '" <II '" ::J ::J 0 0 <ll ~ QI <ll <ll <ll CC...,.....a::ICCa::lCCc:oca QJ QJ c: C > > > > c c c c c c < ~ 000 0 0 0 0 0 car:a...,.......,.......,.......c cccccc- 0>->->->>->-0 000 0 000 ocaccccc:cccc:c::J: o 0 '-"'-" "C"C '" '" o 0 0:: 0:: "C"C '" '" o 0 0:: 0:: o 0 '" '" ::J ::J ... .<::"C""C 0) co: l:tI CU Q) o 0 u U 0:: oc: C C <ll <ll .... '- '- :x :x '" '" ...J ...J ~~ 8..8..~-g"C >->-NN ::C:XNNO ~I _N,..,...,l.t'\-.,o,...."CO N,..,.....,. UUUUUUUUX::EZ:::E N N::c:~~~~~c:c~~~~~~~~~~ 6 <ll u C '" C "C '- o Vl "C '- '" "C C '" .... V> <ll U C '" E '- o .... '- <ll c.. u u c .... ....00 "'00 '-~ '- ....- -, >- .... '- c ~ ~-2 cu u u OJ '" c > o :z '- <ll .<:: u . '" '- ~ "C t... W c:c CJ ~ C Vl ... :>: E <ll > co t... co CJ 3'-"c..o:: <ll U '- ::J o V> IV, TRANSIT ANALYSIS Based on the results in Table 1, in order to mitigate the three impacted roadway links, 1,020 vehicles per day or 1,428 person trips would have to be converted to transit usage as presented in Table 2. Therefore 1,428 transit trips out of 56,081 daily mall person trips yields a modal split of about 2.5%. A total of 1,428 daily person trips via area-wide transit services are needed to mitigate the roadway impacts. CoTran will recommend to the MPO Board in November, 1989, a near-term expansion to it's curren t Saturday Shopper Hopper route, CoTran estimates that 560 daily person trips could be attributed to it's proposed expanded 6- day Shopper Hopper service. Cross-shopping characteristics compiled by the Palm Beach Post in a 1987 market study further substantiate this ridership potential. According to this study between 29% and 64% of Boynton Beach Mall shoppers also shop at the other malls along the Shopper Hopper Route. Therefore, approximately 868 person trips (1428-560) would have to be accommodated by the proposed demonstration program bus service, A demonstration program could be developed for up to three test routes serving the mall, based on existing conditions previously mentioned. This program could provide convenient service for residents and employees in the immediate vicinity, with short trip times of 15-20 minutes from the origin to the mall. Three buses could operate on one route while it is being monitored for ridership levels. Limiting route patterns to 8- 7 .--~, ,\' \,- 'x'" /"... /' ....- /""-' '. \ ''- ' . '\.. ~ '-' ,\ -~~ . , ,..;, ~ -- ~ ;': -\~ C(~ - '- \. . ' , ',,-:;"'-\ 10 round-trip miles, with an average running speed of 10 miles per hour, 3 buses could maintain 20 minute headways. Therefore, in a 10-hour day each bus would require about 29 passengers per hour, or a load factor of about 42% (assuming full standing capacity of 70 passengers per bus as CoTran has suggested). b +-t~~ -+- \~ ~l'S, t~ \J.XL ~ tG~t ~ ~A~ -:-; t J:l'v0. 8 N W ..... l:Il < .... <II ... ... ... <oJ QI " " ~ ... '0 ~ : ~:~ C1. W <:l < en :::l .... en z < Cll: .... o w Cll: ::::l o w Cll: ~~~ e: oen .z:O ~ ..... ... QI ......~ <oJ 0.... QI QI '- '- C o <:l 0 ... .z: 0...... ~ o < ~ ....~ o <oJ ..... ~ 0 - U -g <II ....1 &.0 o < ... 0.. >- o ~ ~I o c o .- Cll: ..... - ~ !:-' ,- - <oJ en o 0 .....U ~ 0- ~ N ~ ~ .... ,.., .... ~ '" '" ~ l5 "''lJ ~~ o Cll: l:Il ... 'lJ <II " 0:1 .... ~ ~ U 0: co ;:: ..... .... 'OJ '" -4 ,.., .... '" o o ,.., o o ..... ..... .... CO <II <II Gl QI ... ~ ~ ~ U< <II <II " " <II ... ~ Iii ~QI'" 15 > 0 U<.... '" U QI~ .z: _ ... 'OJ .z:O ~~ ... <II .z: <II ....! ~~ ...~ ... e: I~' ] e: o 0 .0 <II -= QI :s u CI.J e: .c: en 'OJ QI ::l > ~ loI'\ .:: 0-4 en <,..,e: o ~ .... U~... U ... ... ... 0 e: c ... I~. --g .=~i; 'lJ e: .- -g .~ ~ ... ... 0 e: 0 <oJ ::l <oJ 8:::] &0 o 0 ... en Ii ~ ~ 0- " <oJ <oJ ... ... .z: o '" " ... > 'C ~ '" -4 tl ....z:'lJ e: ... " 01'- e: >- l5 .~ ~ III ::l '" en 0 ,,<:I <J . >. ~ c.:: " 0 <oJ > ':; a. o <oJ 0 o " <oJ -4 en ~I~ ~ ~ a-co z........- ....J 9 V. CONCLUSIONS The following conclusions can be summarized from this study: 1. Existing transit service to the Boynton Beach Mall is very minimal; therefore, it is difficult to assess the Dotential for transit ridership. However, according to the September, 1989 CoTran On-Board Patron Survey, 20 percent of the current ridership uses transit for shopping trips. 2. The required level of transit usage to eliminate "significant impacts" to the three identified roadway links (due to mall expansion traffic) is estimated at 1,428 passengers/day. These passengers must be taken from Congress Avenue and Old Boynton Road, but an overall reduction in equivalent vehicular traffic of this magnitude for the adjacent area in general would be acceptable according to the Regional Planning Council. 3. Compared to recently complied CoTran operations data, the proposed demonstration service would require higher performance goals, However, there are up to three distinctly different areas surrounding the mall that may generate significant transit patronage, and a demonstration program would be the best approach to testing the benefits of bus service to Boynton Beach Mall. Area A east and southeast of the mall (Route A below) has the greatest propensity for transit usage, Area B (Route B below) north and northeast of the mall is second in priority for a demonstration route because 10 of proximity and residential density, and Area C (Route C below) south of the mall is a distant third in priority because of distance from the mall and fewest combination of transit dependent variables. 4. CoT ran has indicated that expanding its Saturday Shopper Service to six days per week could generate an additional 560 transit trips per day to Boynton Beach Mall, and this is realistic compared to cross-shopping characteristics from a 1987 survey. 5. Based on an initial overVIew of the area street system, auto ownership levels, residential densities, adjacent activity areas, CoTran input, and current CoTran bus routes, the following bus route descriptions appear feasible to maximize the potential for a 3-bus, 20 minute headway demonstration program. Three routes are described below for testing. CoTran may elect to test all three routes during the demonstration program to assess route productivity, but Route A should be tested first with all 3 buses, then Route B, then Route C. All routes should provide stops along Congress Avenue, between N.W. 22nd Avenue and Ocean Drive, to serve existing activity areas adjacent to the mall. a. Route A serves the general area defined by Congress Avenue, Boynton Beach Boulevard, Federal Highway (U.S. 1), and S.E. 23rd Avenue. From the mall the route would go south on Congress Avenue, then easton S,E. 23rd Avenue, then north on Federal 11 Highway, then east on Beachway Drive, and then north on Ocean Boulevard, west on Ocean Avenue, north to Boynton Beach Boulevard, west on Boynton Beach Boulevard to Old Boynton Road, then north along Old Boynton Road returning to the mall. A transfer from the current CoTran Route IS at the intersection of S.W. 23rd Avenue and Seacrest Boulevard is available. This route also passes through the downtown area, and libraries and smaller shopping areas along the route. The total route length is about 8.5 miles and should be served by three buses operating on 20-minute head ways. Assuming a 1 % mode split of the adjacent residential and employment population, potential ridership could be 310 passengers/day, b. Route B serves the general area north and northeast of Boynton Beach Boulevard east of Congress Avenue to the vicinity of Hypoluxo Road and Federal Highway. From the mall the route would go north on Congress A venue, then east on N.W. 22nd A venue, then north on Federal Highway, then west on Hypoluxo Road to Congress Avenue, then south on Congress Avenue returning to the mall. The total route length is about 9.4 mile and should be served by three buses operating on 20-minute headways. Assuming a I % mode split of the adjacent residential and employment population, potential ridership could be 250 passen gers/ da y. c. Route C serves the general area defined by Boynton Beach Boulevard, Congress A venue, S-ummit Drive/Coconut Lane, and Military Trail. 12 From the mall the route would go south on Congress A venue, then west on Summit Drive (southernmost entrance off Congress Avenue), then continue west on Coconut Lane to Military Trail, then north on Military Trail to Cedar Point Boulevard, then northeast to Boynton Beach Boulevard, then north on Lawrence and then east on Old Boynton Road returning to the mall. The total route length is about 10.1 miles, and serves the areas of Hunters Run and Pinetree. Three buses operating on 20 minute headways could serve this route, Assuming a I % mode split of adjacent residential and employment population, potential ridership could be 230 passengers/day, In summary, Exhibit 7 depicts Routes A., B, and c (outlined above), superimposed on the current CoTran system route map with those areas of highest transit propensity (previously described in this report) also highlighted. At I % mode split, characteristic of current CoTran ridership, Route A could be expected to attract 300 passengers/day, Route B 250 passengers/day, and Route C 230 passengers/day. This ridership potential falls short of the desired level of ridership, However, by providing minimum headways currently not being experienced on any CoTran route and the anticipated expansion of the CoTran fleet size, transit professionals at CoTran expect a potential to increase transit usage by two to thre,e times the current level. In other words, potential ridership on Route A could reach 900 passengers/day, Route B could reach 750 passengers/day, and Route C could capture almost 700 passengers/day. This potential ridership would satisfy the desired level of ridership to mitigate mall expansion vehicular traffic. 13 2, Should CoTran decide to terminate the demonstration program at any time for any reason, the total subsidy for operations in that year shall be paid by The Edward J. DeBartolo Corporation up to the $100,000 annual maximum. Should the demonstration program terminate prior to the 3-year term, The Edward J. DeBartolo Corporation's financial obligations shall terminate with this demonstration program, 3, The Edward J. DeBartolo Corporation's participation In this demonstration program shall remove any and all funding obligations for future roadway improvements that could be identified with the expansion of the Boynton Beach Mall. 4. The Edward J. DeBartolo Corporation's participation in this demonstration program shall permit the immediate implementation of mall expansion upon acceptance of the demonstration program by the Florida Department of Transportation, CoTran, Palm Beach County, and UMT A. Actual bus service implementation shall be the responsibility of CoTran. 5. The bus stop in the mall shall be located by The Edward J. DeBartolo Corporation. 6. Any bus service advertising, surveys, and other related CoTran activities proposed for the mall 'property shall be subject to the approval of The Edward J. DeBartolo Corporation. 15 1- ~:1 . III .. @ LIl II: U> <1-- ~U G:@ LIl . 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'" 0 c: 0 o 0 N~ cD a:l m I rn o :; <( c: 0 "'Z ~.t::. ~ ~ 0; <Jl '" " (5:g Cl OJ .5 ~ > 0 ~J: ::l 0 c: "#- ~o ~ E o to ~ <Xl c: Ol '" I :s ~ '" <.J :. <( 0 , 0 2 0 ~'2 M ~ => ,.- ~ a:l ~ '" CD c: 0"; JE ~ ~ I- ai ai ~ "::l ..J .~ 3 g' a: ~ "S EO'" ::l _ J: E ~ <Jl .~ ~ g :. <::I N c:i a:l Ol 1 ~ i .. .. ~ {:~r:::::::: .~...... ;,." u o~.. <I I ~;'I ,:,,11I !;i+~~ it ~ I I' I ,~_.. . 1< ~ _ . r- ..= . ... . 1..7r..~' .JRlOlE GOLF CIJU~5E ,\'~Ak ~r ~L~r,f aF OElA~v .. ::i '" l.:~ '" ~ ~ ~ I € o .c :; 0( c: .!! "; <; <> ft c: o a Q. ~ ::l! ... >- ,. - - c: c: :> :> 0 8<.> .c .c u u a _ a a "'''' e e ii'ii Q.Q. ill a ~ :> o '" . r: I I c::l ::z: L.U = L.U -J ~2~ ~~~ <(oou '" '" '" ;; -; 'S o 0 0 cr cr cr PALMBE"ACHCOUNTY BRQWARD COUNTY ~ . o ~ o ~ > ~ ~ LIJ b:: ~ ;.:..... - ~ ~(! z:l ~ t?a: I- ~ ~~ ~ffi ~ cr ~=! ~~ ~ ~ t;j ~:I ~ ~ffi ~ ~ 8~ ::tU :!2 '!: ~ z8 C( cr;:U 0 = iE :"ici*@ +~i~ ~ <.J E :p c: '0; (5 r f SHAOOWOOO SQUAflE · ! i : t = --~--~----------~-- " " i:! " 7. Any use of The Edward J. DeBartolo Corporation's name by CoTran for publicity, press releases, and related public information activities shall be subject to the approval of The Edward J. DeBartolo Corporation. 16 APPENDIX 1. 2. 3. 4. 5. 6, Study Review Letters From CoT ran 1980 Trip Production/Attraction Variables by Zone CoTran Report of Operations - Fiscal Year 198~ CoTran Ridership - Fiscal Year 1988 ~ -I- flJ CoTran Ridership - Fiscal Year 1989 (thru 4/89) -..!:t ~t'M 1988 Socio-Economic Data . 0'1 0........: $~I'et1 CI' ~ BUILDING 5.1440. P B I A WEST PALM BEACH FLORIDA 33406-1498 407.686.4555 May 4, 1989 Mr. Tom Marsicano Greiner, Inc. P.O. Box 31646 Tampa, FL 33630-3416 RE: Proposed Boynton Beach Public Bus Service Dear Mr, Marsicano: After reviewIng the various options for bus service In the Boynton Beach area, we feel that servIce coverIng the area from Congress Avenue east to U.S. 1 between S. W, 23rd and New ~oynton Roaa WOUIO oe the most viable option In our efforts to alleviate congestIon near the Boynton Beach Mal I, We would propose a thirty minute headway using two new advanced design buses that could be acquired wIth federal, state and local funds. As the Key problem centers around available operating funds. we would pro- pose a service demonstration project between the Florida Department of Transportation and Palm Beach County, each of which would share 50% of the net project cost, estimated at $200,000 per year over three years. We would expect the local share, for which Palm Beach County would be responsIble. to be provided by the DeBartelo Corporation over the three year term of the project. A contract could be oeveloped for that purpose, In discussIng thIs with the FlorIda Department of Transportation they feel the project to be worthwhl Ie and meeting the criteria necessary to qualify as a service demonstration. It Is, as I have discussed with Mr. Dick Greco and yourself, a potential first for us In pursuing a true joint private/public partnership, which is encouraged by the U.S. Department of Transportation Urban Mass Transportation Administration. PALM BEACH COUNTY TRANSPORTATION AUTHORITY, OPERATED BY FLORIDA TRANSIT MANAGEMENT. INC 2 42 356 10 50 13 73 0 0 0 13582 2 42 357 11 7 1 19 0 0 0 13582 2 42 358 24 0 155 179 0 0 0 13582 2 42 359 70 37 1092 1199 0 0 0 44129 2 42 360 0 0 0 0 0 0 0 13582 2 42 361 4 2 0 6 0 0 0 13582 2 42 362 8 3 3 14 0 0 0 13582 2 42 363 0 14 50 64 0 0 0 13582 2 42 364 0 14 658 672 0 0 0 0 2 42 365 0 0 13 13 0 0 0 0 2 42 366 34 0 285 319 0 0 0 15000 2 42 367 9 0 56 65 0 0 0 0 2 42 368 33 0 146 179 788 0 0 15000 2 42 369 6 4 3 13 0 0 0 15000 2 42 370 12 8 73 93 0 0 0 15000 2 43 371 102 97 599 798 3573 0 0 11828 tI 2 43 372 68 0 0 68 0 0 0 11828 " 2 43 373 90 11 96 197 0 0 0 11828 ,J 2 43 374 73 562 80 715 0 0 0 10426.1 2 43 375 183 439 293 915 346 0 0 10426./ 2 43 376 142 322 118 582 305 0 0 10426 oJ 2 43 377 84 602 888 1574 0 0 0 10426 oJ 2 43 378 278 90 198 566 0 0 0 10989 J 2 43 379 26 67 128 221 187 0 0 10989.1 2 43 380 23 130 21 174 0 0 0 10989 " 2 43 381 6 5 54 65 0 0 0 14699 2 43 382 8 18 119 145 0 0 0 14699 2 43 383 17 24 89 130 0 0 0 14699 2 43 384 1 31 4 36 0 0 0 14699 2 43 385 8 34 343 385 0 0 2 21544 2 43 386 8 0 23 31 0 0 0 29196 2 43 387 0 0 131 131 0 0 0 66427 2 53 388 2 0 75 77 0 0 2 20086 2 53 389 0 53 15 68 0 0 0 20086 2 53 390 11 21 112 144 0 0 0 15560 2 53 391 0 2 78 80 201 0 0 75000 2 53 392 0 15 86 101 0 0 0 75000 2 43 393 42 189 308 539 0 0 0 13772 2 43 394 328 135 51 514 0 0 0 13772 2 43 395 425 215 413 1053 1055 0 0 13772 2 43 396 15 115 52 182 0 0 0 13772 2 43 397 77 247 90 414 0 0 0 11372 ~ 2 43 398 15 6 22 43 0 0 0 12700 v 2 43 399 36 82 30 148 0 0 0 12700 " 2 43 400 9 16 32 57 0 0 0 12700.1 2 43 401 3 98 35 136 0 0 0 13102 2 43 402 66 16 93 175 632 0 0 13102 2 43 403 23 30 20 73 0 0 0 13102 2 43 404 3 0 24 27 936 0 0 13102 2 43 405 0 0 0 0 0 0 0 13102 2 42 406 13 0 19 32 0 0 0 16951 2 42 407 3 39 0 42 0 0 0 16951 2 42 408 "40 69 128 237 0 0 0 16951 2 42 409 3 0 0 3 0 0 0 16951 Mr. Tom Marsicano May 4, 1989 Page Two The level of service proposed could potentially eliminate a significant number of auto trips from the existing road network In the area of the Mall. The time frame necessary to Implement this project would be fourteen months, or JUly 1, 1990. This would coincide with the fiscal years of F.D.O.T. and Palm Beach County for budget purposes. As wel I, It takes about one year for the acquisition and delivery of a bus. A recap of the participants and their financial exposure In the project are: U.M.T.A. F.D.O.T. P.B.C. F.D.O.T. DeBartelo $380,000 47,500 47,500 300,000 300,000 Cap I t a I Capital Cap I t a I Ope rat I ng . Operating By the end of the three year service demonstration prOject we would antici- pate patronage to generate no less than a 25% farebox recovery ratio. Opportunities wi I I exist during the project period to enhance the revenue base through condo community contracting and marketing. In consideration of the aforementioned we feel that public transit could offer a viable alternative to the potential Increase In congestion as a result of additional commercial space proposed for development at the Mal I. Please keep me Informed of any progress made with this proposal so that we may take this before the Board of County Commissioners for their consideration. . Sincerely, ~. ~ "'--~/ ~ Ir~e Director IAC/pw cc: Randy Whitfield Marty Ross BUILDING 5-1440. PBIA WEST PALM BEACH FLORIDA 33406-1498 407-686-4555 Ju I Y 26, 1989 Michael C. Pietrazyk Greiner, Inc. P. O. Box 31646 Tampa, FL 33630-3416 00 rn@rnawrnlID JUl 2 8 1989 RE: Draft Transit Impact Study Boynton Beach Mal I Expansion GREINER. INC~ TAMPA Dear Mike: My staff, the MPO staff, and I have completed our review of your tran- sit impact study bearing in mind the conversation that we had in our meeting here in West Palm Beach on July 12. Observations made in our review include the fol lowing: I 1. The dai Iy transit capacity of the equipment to be operated in a two-bus system for the area to include Boynton Beach specifically is erro- neously stated, as each 46-passenger bus can accomodate 70 passengers to include its standing load. The service hours to be run, as wel I, are erro- neously stated, and should be eleven (11) hours per day in order to cover both peak and b~se periods. In consideration of these two factors, the capacity of those two buses, running on a 30-minute headway, would be approximately ten (10) hours of revenue service out of an eleven (11) hour total running day. Your study indicates the potential usage of 1,014 passengers per day given a modal spl it of 1%. The flaw in looking at only 1% is that it represents the system-wide CoTran modal split for all routes, which includes headways of 60 minutes or more. Service that would provide 3D-minute headways, such as our proposed service, has a much greater poten- tial for increasing that modal spl it wel I beyond 1%. Considering the potential, usage could be two to three times more than what you have already indicated to be the modal spl it of 1%, which capacity having its I imitations would result in 1,400 passenger trips for the base service of two buses operating in and around Boynton Beach on a 3D-minute headway for ten (10) revenue service hours per day. We feel that 30-minute service could be provided in that area using the I imits of Boynton Beach Blvd. on the south, U.S. 1 on the east, Seacrest Blvd. on the west, and Hypoluxo on the north. Also, the area bounded by N.W. 22 Ave. on the south, Congress Ave. on the east, Hypoluxo on the north, and Mi I itary Trai I on the west should be included. PALM BEACH COUNTY TRANSPORTATION AUTHORITY. OPERATED 8Y FLORIDA TRANSIT MANAGEMENT. INC. Michael C. Pietrazyk July 26, 1989 Page Two . 2. In addition to the 3D-minute headway in Boynton Beach itself, we would propose to increase the service hours and service days of our Shopper Hopper service which we run on Saturdays on a 90-minute headway. To increase that service we would propose to run it still on a 90-minute headway, but to provide service six (6) days a week. This in itself would tie together all the major malls so that those passengers who are commuting for work purposes could pick out a mall closest to them and access another mall where they may be employed, thereby keeping that traffic off the road network of their destination. Additionally, the shopping traffic generated at the Boynton Beach Mall would be lessened during the afternoon peak hour by the ability of those shoppers to pick other malls closer to their trip origin, thereby alleviating congestion in the Boynton Beach Mall area. Since there would be a total of four (4) trips during the afternoon peak hours that would service the Boynton Beach Mall, there is a potential of 280 passenger trips per day in the peak being eliminated from the road net- work in and around the Boynton Beach Mall. 3. It is difficult, at best, to ascertain what ridership would result from our route IS bus which serves essentially U.S. 1 from West Palm Beach to Boca Raton with connecting service in Boynton Beach via a transfer to the proposed Boynton Beach route. Certainly route IS, being a popular route, would have many passengers who would want to access the Boynton Beach Mall and could do so via this transfer. The number would obviously be in addition to the 1,400 trips generated from the Boynton Beach service, and approximately 560 additional trips from the Shopper Hopper service, which is provided throughout the day to include the afternoon peak. In conclusion, we feel that the implementation of a fixed route system in Boynton Beach and, as well, the increased service of the Shopper Hopper route, would render an opportunity to significantly capture well over 1% of the total trips affecting the mitigated area. Should you feel that you require a cost estimate on the two areas of proposed service, please feel free to advise me and we will draft such an estimate. We appreciate this opportunity to work with your client and yourself in an effort to develop a joint private/public partnership in public transit. Please keep me posted of any meetings necessary to see either these propo- sals or others brought to some final form for implementation. Sincerely, \/~ ~~ .. Irving ~re Directar IAC/pw ..-:;r<t 1 43 258 31 10 1 42 291 399 2 1 42 292 347 3 1 42 293 166 1 1 42 299 96 1 1 42 300 325 1 1 42 301 327 2 1 42 302 370 1 1 42 303 404 2 1 42 304 321 2 1 42 305 32 1 1 42 306 375 2 1 42 312 334 3 1 42 313 20 0 1 43 314 527 6 1 43 315 1070 5 1 42 316 29 0 1 42 317 41 0 1 42 318 401 2 1 42 319 157 1 1 42 320 295 2 1 42 321 98 1 1 42 322 298 1 1 42 323 299 1 1 42 324 216 1 1 42 325 186 1 1 42 326 18 0 1 42 327 11 0 1 42 328 301 2 1 42 329 94 1 1 42 330 169 1 1 42 331 496 3 1 42 332 234. 2 1 42 333 267 1 1 42 334 18 0 1 42 33 5. 53 1 1 42 336 13 0 1 42 339 0 0 1 42 340 0 0 1 42 341 331 2 1 42 342 192 2 1 42 343 3 0 1 42 344 102 1 1 42 345 711 3 1 42 346 336 3 1 42 347 208 2 1 42 348 0 0 1 42 349 74 1 1 42 350 31 2 1 42 351 104 1 1 42 352 9 0 1 42 353 25 4 1 42 354 0 0 1 42 355 13 0 · ~. :,;> ~ ~I ~r : 11:.1;>;Q tf/./ t;.\ ; ~ l~~~ ~~~ \~"o' "o\~o 4''<r : ~t4'f\Ot\O^O ~ j 59 3 64 33 1899 38 15 1613 3 64 33 518777 1 1095 3 37 60 849 3 1 1760 3 37 60 0 0 1 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N_ ~~ ~N CIllO - " N .. .. ~~ i.... -~ -.... .... ........ .. .. ,..~ ........ -.., ~~ .... . .. :: -- II ~= !>'0:St 6S6"t-lOf-l'''f 7 [\'/1 ET R () P C L1 T.~ i\J :~ L.~ ~" i ,";. ""__; -- :-~:J .'-...... j\j : Z,~ -r ~ ~:', ;'< "-.., '", J T.~ D;.D j :::J '.' "- . .--, _. .,t ~ .._-/ October 12, 1989 Mr. Mike Pietrzyk Greiner, Inc. P. O. Box 31646 Tampa, FL 33630-3416 Dear Mr. Pietrzyk: As requested October 11, 1989, I have prepared a data list centered on the Boynton Beach Mall. The data reflects our most recent estimates for 1988. If you have any questions please don I t hesitate to contact me. Sincerely, Paul C. Larsen Planner PCL:dw ;988 SOCIO-~CONOMIC D~TA ESTI~ATES (1~/1:/89) PREP~RED FQ~ GRIENER, INC. 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