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TRANSPORTATION DATA APPENDIX
AMENDED DEVELOPMENT of REGIONAL IMPACT APPLlCA TION for DEVELOPMENT APPROVAL for CHANGES to a PREVIOUSLY APPROVED DEVELOPMENT of REGIONAL IMPACT M A L L City of Boynton Beach, Florida Transportation Data Appendix Prepared For: Edward J. DeBartolo Corporation Prepared By: Greiner, Inc. August 1988 .oard of County Commissioners County Administrator Jan Winters , 'arol :\. Roberts, Chair arol J. Elmquist, Vice Chairman i,-aren T. ~larcus ! )orothv \Vilken Il1 \Vatt July 20, 1988 Department of Engineering and Public Warks H. F. Kahlert County Engineer Mr. Randy Coen Greiner, Inc. P.O. Box 31646 5601 Mariner Street Tampa, Florida 33630-3416 SUBJECT: PLANNED ROADWAY IMPROVEMENTS IN VICINITY OF BOYNTON BEACH MALL DRI SUBSTANTIAL DEVIATION JUL 2 5 1988 GRElH~ IHe., TAMP~ fL Dear Mr. Coen: Attached is a copy of the Roadway Improvements Map which you sent to the Palm Beach County Traffic Division for review. Changes and additions to the current status of planned roadway improvements have been marked in red for your benefit. It should be noted that turn lane improvements at the Boynton Beach Blvd./Congress Ave. intersection were funded as part of the Congress Ave. 6-lane widening project south of Boynton Beach Blvd. However, the design plans to add double left turn lanes on both the north and south approaches at this intersect i on have been rejected by the Florida Department of Transportation (FDOT) due to inadequate right-of-way. Imp 1 ementat i on of the intersection improvements has therefore been delayed indefinitely. Please do not hesitate to call me if you have any questions or require any further information. Sincerely, OFFICE OF T COUNTY ENGINEER /L -- ~ Allan A. Ennist P.E., AICP Development Review Engineer AAE:te attachment file: SID "B" Misc. "An Equal Opportunity - Affirmative Action Employer" BOX 2429 WEST PALM BEACH, FLORIDA 33402-2429 (407) 684-4000 lWf HYPOLUXO r 2 LANE TO 4 LANE ., FY 8 -88 :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: :.:.:.:.:.:.:.:.:.:.:. .................... ................. ........... ................ ....... ........ ..' ......................................... ..... ..... :.;.:.;.:.;.:.:.;.;.:.:.:.:.:.:.:.:.:.:.:.:.;.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: :.:.:.:.:. .;.:.:.:. :::::: } ~:; H 2 LANE TO' LANE '" > e :'i:t!....:.:.:.:.:.:... MANOR f {:.:.:.:........:.:.:.:.:.:.:.L2 LANE .;;.t... ;2 ii: FY 87-88 :.1. /2 LANE TO 4 LANE J. FY 91-92 " ............ ;:;:;:;;;;;:;;;:;:::;:;:;:;:;:;: : ..: ;:;:;:;:;:;:;: WEST -::: .:.:::::::::::.:.:.:.:::::.:::.:.:::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:::::.:::::.:::::.: BLVD, ....::::::;:;:.:,:::::::;3 ..;.:................................... . . . . . . . . . . . . . . . . .............. ... . . . . . . . . . . . . . . .:.:.:.[;.:.;~.~NE TO 4 LANE FY 87-88 (Currently Under Construction) ST. 10 .. ~ " RD. V '.' '. ~ .... 2 LANE TO)$::LANE-.:Hi: ..0. FY 87-88 f ".'OOLBRiGHT . (Currently :::er Construction) III: III RD III .... e ~ II: III .... Z .... till III II: U e III till > II: e .... ::; :E S.W. 15TH. AVE. ....... ....... ....... ....... ....... ....... ....... .. NOT TO SCALE Greiner, Inc. LEGEND ~t~:t~H Roadway Improvements FY 87-88 - Year Planned For Construction BOYNTON BEACH MALL City of Boynton Beach, Aorlda ROADWAY IMPROVEMENTS THE EDWARD J. DeBARTOLO CORPORA nON GRAVITY MODEL DOAS ? boy ton mall 1989 TRIPS: 1,000 TAZ POP IMP TRIPS -------- ---------- -------- -------- gl'p 1 31,340 10 15 gl'p 2 27,720 9 17 gl'p 3 14,092 6 19 gl'p 4 9,959 8 8 gl'p 5 17,512 7.5 15 gl'p 6 15,891 7 16 gl'p 7 4,497 6.5 5 gl'p 8 8,701 3 48 gl'p 9 9,535 5 19 gl'p 10 4,723 5 9 gl'p 1 1 2,735 4 8 gl'p 12 7,338 2 90 gl'p 13 6,065 2.5 48 gl'p 14 6,938 4.5 17 gl'p 15 4,797 3.5 19 gl'p 16 15,144 3 83 gl'p 17 21,836 9 13 gl'p 18 20,783 7 21 gl'p 19 13,827 4.5 34 gl'p 20 1,305 9 1 gl'p 21 5,860 10 3 gl'p 22 479 10 0 gl'p 23 .19,921 7 20 gl'p 24 7,135 5 14 gl'p 25 10,547 5 21 gl'p 26 6,194 3 34 gl'p 27 9,744 2 120 488 1,180 1.5 26 480 1,037 1.5 23 487 368 1.5 8 485 417 1.5 9 484 0 1.5 0 482 544 1.5 12 483 1,033 1.5 23 421 0 1.5 0 420 0 1.5 0 424 0 1.5 0 425 3,267 1.5 71 486 14 1.5 0 500 1,230 1.5 27 427 1,757 1.5 38 426 1,674 1.5 37 423 457 1.5 10 0 0 0 0 0 0 boy ton mall 2010 TRIPS: 1,000 TAZ POP IMP TRIPS -------- ---------- -------- -------- 1 36,672 10 12 gl"p ~p 2 36,782 9 14 I"p 3 16,940 6 15 gl"p 4 10,663 8 5 gl"p 5 19,365 7.5 1 1 gl"p 6 20,706 7 13 gl"p 7 6,836 6.5 5 gl"p 8 11,381 3 40 gl"p 9 10,275 5 13 gl"p 10 10,468 5 13 gl"p 11 7,489 4 15 gl"p 12 16,625 2 132 gl"p 13 9,761 2.5 49 gl"p 14 8,452 4.5 13 gl"p 15 9,503 3.5 25 gl"p 16 15,330 3 54 gl"p 17 28,352 9 11 gl"p 18 24,200 7 16 gl"p 19 14,739 4.5 23 gl"p 20 5,204 9 2 gl"p 21 23,099 10 7 gl"p 22 13,164 10 4 gl"p 23 32,565 7 21 gl"p 24 13,158 5 17 gl"p 25 18,616 5 24 gl"p 26 9,676 3 34 gl"p 27 13,536 2 107 488 1 ,964 1 .5 28 480 1 ,488 1.5 21 487 1 ,282 1.5 18 485 997 1.5 14 484 0 1 .5 0 482 900 1.5 13 483 1 ,455 1.5 20 421 0 1.5 0 420 0 1.5 0 424 0 1 .5 0 425 4,586 1.5 65 486 14 1.5 0 500 1 ,915 1.5 27 427 1 ,991 1.5 28 426 4,261 1.5 60 423 804 1.5 11 0 0 0 0 0 0 Greiner.. 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COMPUTED BY DATE CHECKED BY DATE JOB DESCRIPTION 1It~ 4Z./ ?o)':wt.M/o~ "> (2) ::r:~~])cJ,)C[ ~ /,S' "r'A-2- lI2,O 1t1"111./'t^r1()/J > cz; X"MrlC;DCNr.ti ~ I, S 1/+ :.. LJt4 /1;,Pf.lLMlW j;' 0 :rl'1peD~f ~ I.S 1tT-'- 41~ P:;.r;./' ;i"r; v,V '. ..; 26.... ~ ~ -r :1"t.1PGDC1/t.iJ' -4- I. ~ iA'2. /.fS~ po P1..H..1+-nC-N ~ /4 :r;...,PEDE1..xe ~ j, S jn- 2- 500 p"pu L t'r77 CA) '1 I; 1.30 T""prtJENcc-:;, I,S TIr 2.- 4~1 Po l'U L.rYIi i:l IV ) I;-::r 5''1 -rt\lPEDC1Jcs;;, -:;> I,:; T.; 7- 420 Pbpui..A-T1.,/J :;.> ~1J9~ J:"II:&I)E'AJ(C --7 I.S 1'+'2... 47.:'!- PoP'u r...rrrw~ .., 4S=1 ~ "'1 ?l;: D i:;t.J(E -.':j> I. 'S:' F"()f"'f'O No. Glll(I1-87 - . 1985 HCM ARTERIAL ANALYSES 1985 HCM: URBAN AND SUBURBAN ARTERIALS Page-l ********************************************************************** ARTERIAL DESCRIPTION ---------------------------------------------------------------------- NAME OF THE ARTERIAL FACILITy........ CONGRESS 1989PS W/P WII ARTERIAL CLASS OF THE FACILITy....... 1 NUMBER OF SEGMENTS ON THE ARTERIAL... 7 OTHER INFORMATION: ARTERIAL DIRECTION................... NORTHISOUTH ANALYSIS DIRECTION................... NORTHBOUND LIST OF INTERSECTIONS ---------------------------------------------------------------------- 1. GOLF 11. '" WOOLBRIGHT 1-' ~. Co. 3. BOYTON BLVD 13. 4. OLD BOYTON RD 14. 5. CENTER ACCESS DR 15. 5. 22ND AVE 15. 7. HYPOLUXO 17. 8. 18. 9. 19. 1121. 212'. ARTERIAL SUMMARY OF INTERSECTION DELAY ESTIMATES ---------------------------------------------------------------------- FOR LANE GROUP WITH INITIAL PROGRESSION ADJ. EST. CYCLE THROUGH MOVEMENT: STOP FACTOR STOP INT APP. SEQ. LEN. glC vie CAPACITY DELAY (TABLE 11 -5 ) DELAY LOS DELAY ----- -------------------- ------- ------------ ----- ----- 1 9121.121 0.522 0.341 2593 9.5 0.85 8.1 B 10.5 2 9121.121 121.457 121.459 238121 12.5 121.85 1121.7 B 13.9 3 12121.121 0.292 121.875 1535 35.0 121.85 29.7 D 38.5 4 12121.121 12'.575 121.583 312139 14.0 12'.85 11. 9 B 15.5 5 9121.121 0.733 0.831 2574 8.121 121.85 5.8 B 8.8 5 9121.121 0.544 121.79121 1911 14.1 0.85 12.0 B 15.6 7 9121.0 0.357 121.839 1287 23.4 0.85 19.9 C 25.'3 COMPUTATION OF ARTERIAL LEVEL OF SERVICE WORKSHEET Page-2 ---------------------------------------------------------------------- SEGMENT FREE RUNNING TIME INT. APP. OTHER SUM OF SEG. LENGTH ART. FLOW (sec. ) DELAY DELAY TIME SPD. SEG. SEG. (ft Irnil CLASS (rnph) <TABLE 11-3) (sec) (sec) (sec) (rnph) LOS ------ ----- ----- ------------ --------- ----- ------ ----- 1 1.50 121 45 12121.121 1121.5 121.121 130.5 41. 4 A 2 0.50 121 45 44.121 13.9 0.0 57.9 31. 1 B 3 1. 121121 121 45 8121.121 38.6 121.121 118.6 30.3 B 4 121.25 0 45 26.121 15.5 0.121 41. 5 21.7 D 5 0.2121 0 45 21.8 8.8 121.121 3121.6 23.5 C 6 0.88 0 45 72.1 15.6 0.121 87.7 36.1 A 7 1. 75 0 45 143.4 25.9 0.0 169.3 37.2 A Gra....d SI.lm 1:lf Tirne = 636.1219 sec. Average Speed 34.4 Gra....d Surn of Le....gth = 6.1218 rni. Overall LOS = B 1985 HCM: URBAN AND SUBURBAN ARTERIALS Page-l ********************************************************************** ARTERIAL DESCRIPTION ---------------------------------------------------------------------- NAME OF THE ARTERIAL FACILITy........ CONGRESS 1989PS W/P WII ARTERIAL CLASS OF THE FACILITy....... 1 NUMBER OF SEGMENTS ON THE ARTERIAL... 7 OTHER INFORMATION: ARTERIAL DIRECTION................... NORTHISOUTH ANALYSIS DIRECTION................... SOUTHBOUND LIST OF INTERSECTIONS ---------------------------------------------------------------------- 1. GOLF 11. 2. WOOLBRIGHT 12. 3. BOYTON BLVD 13. 4. OLD BOYTON RD 14. 5. CENTER ACCESS DR 15. 5. 22ND AVE 15. 7. HYPOLUXO 17. 8. 18. 9. 19. 10. 20. ARTERIAL SUMMARY OF I NTERSECTI ON DELAY ESTIMATES . ---------------------------------------------------------------------- FOR LANE GROUP WITH INITIAL PROGRESSION ADJ. EST. CYCLE THROUGH MOVEMENT: STOP FACTOR STOP INT APP. SEQ. LEN. g/C vIe CAPAC ITY DELAY (TABLE 11-5) DELAY LOS DELAY ----- -------------------- ------- ------------ ----- ----- 1 90.0 o .:).;:..:) 0.952 780 43.5 0.65 37.0 D 48. 1 . ............... 2 90.0 0.422 0.794 1448 19.4 0.85 15.5 C 21.4 . 3 120.0 0.544 0.889 1911 22.4 0.85 19.0 C 24.7 4 120.0 0.508 0.734 2517 18.4 0.85 15.6 C 20.3 5 90.0 0.417 0.530 2194 15.2 0.85 13.8 B 17.9 5 90.0 0.457 0.311 2450 11. 4 0.85 9.7 B 12.6 7 90.0 0.522 0.348 2623 9.5 0.85 8.1 B 10.5 . COMPUTATION OF ARTERIAL LEVEL OF SERVICE WORKSHEET Page-2 ---------------------------------------------------------------------- SEGMENT FREE RUNNING TIME INT. APP. OTHER SUM OF SEG. LENGTH ART. FLOW (sec.) DELAY DELAY TIME SPD. SEG. SEG. (ft Imil CLASS (mph) <TABLE 11-3) (sec) (sec) (sec) (rnph) LOS ------ ----- ----- ------------ --------- ----- ------ ----- 1 1. 30 0 45 105.5 48.1 0.0 154.5 30.3 B ." 1.75 0 45 143.4 21. 4 0.0 154.8 38.2 A ~ 3 0.88 0 45 72.1 24.7 0.0 95.8 32...7 B 4 0.20 0 45 21.8 20.3 0.0 42. 1 17. 1 D 5 0.25 0 45 25.0 17.9 0.0 43.9 2121.5 D 5 1. 00 0 45 80.0 12.5 0.0 92.6 38.9 A 7 0.50 0 45 44.0 10.5 0.0 54.5 33.0 B Grand Slim of Time = 549.30 sec. Average Speed 32.6 Grand Sum of Length = 5.88 rni. Overall LOS = B 1985 HCM: URBAN AND SUBURBAN ARTERIALS Page-l ********************************************************************** ARTERIAL DESCRIPTION ---------------------------------------------------------------------- NAME OF THE ARTERIAL FACILITy........ CONGRESS 1989AA WIP WII ARTERIAL CLASS OF THE FACILITy....... 1 NUMBER OF SEGMENTS ON THE ARTERIAL... 7 OTHER INFORMATION: ARTERIAL DIRECTION................... NORTHISOUTH ANALYSIS DIRECTION................... NORTHBOUND LIST OF INTERSECTIONS ---------------------------------------------------------------------- 1. GOLF 11. 2. WOOLBRIGHT 12. 3. BOYTON BLVD 13. 4. OLD BOYTON RD 14. 5. CENTER ACCESS DR 15. 6. 22ND AVE 16. 7. HYPOLUXO 17. 8. 18. 9. 19. 10. 20. ARTERIAL SUMMARY OF INTERSECTION DELAY ESTIMATES ---------------------------------------------------------------------- FOR LANE GROUP WITH INITIAL PROGRESSION ADJ. EST. CYCLE THROUGH MOVEMENT: STOP FACTOR STOP INT APP. SEQ. LEN. glC vIe CAPACITY DELAY (TABLE 11-6) DELAY LOS DELAY ----- -------------------- ------- ------------ ----- ----- 1 90.0 0.522 0.322 2693 9.4 0.85 8.0 B 10.4 2 90.0 0.467 0.445 2381 12.4 0.85 10.5 B 13.7 3 120.0 0.292 0.850 1536 33.8 0.85 28.7 D 37.4 4 120.0 0.575 0.674 3034 13.9 0.85 11.8 B 15.3 5 90.0 0.733 0.804 2574 7.3 0.85 6 -:> B 8.1 .~ 6 90.0 0.544 0.765 1911 13.5 0.85 11.5 B 14.9 7 90.0 0.367 0.815 1287 22.5 0.85 19. 1 C 24.9 COMPUTATION OF ARTERIAL LEVEL OF SERVICE WORKSHEET Page-2 ---------------------------------------------------------------------- SEGMENT FREE RUNNING TIME INT. APP. OTHER SUM OF SEG. LENGTH ART. FLOW (sec.) DELAY DELAY TIME SPD. SEG. SEG. (ft Imil CLASS (mph) <TABLE 11-3) (sec) (sec) (sec) (mph) LOS ------ ----- ----- ------------ --------- ----- ------ ----- 1 1. 50 0 45 132.0 10.4 0.0 142.4 37.9 A 2 0.50 0 45 44.0 13.7 0.0 57.7 31.2 B 3 1. 00 0 45 80.0 37.4 0.0 117.4 30.7 B 4 0.25 0 45 26.0 15.3 0.0 41. 3 21.8 D 5 0.20 0 45 21. 8 8.1 0.0 29.9 24. 1 C 6 0.88 0 45 72.1 14.9 0.0 87.0 36.4 A 7 1.75 0 45 143.4 24.9 0.0 168.2 37.4 A Grand Sum of Time = 643.85 sec. Average Speed 34.0 Grand Sum of Length = 6.08 rni. Overall LOS = B 1985 HCM: URBAN AND SUBURBAN ARTERIALS Page-l ********************************************************************** ARTERIAL DESCRIPTION ---------------------------------------------------------------------- NAME OF THE ARTERIAL FACILITy........ CONGRESS 1989AA WIP WII ARTERIAL CLASS OF THE FACILITy....... 1 NUMBER OF SEGMENTS ON THE ARTERIAL... 7 OTHER INFORMATION: ARTERIAL DIRECTION................... NORTHISOUTH ANALYSIS DIRECTION................... SOUTHBOUND LIST OF INTERSECTIONS ---------------------------------------------------------------------- 1. GOLF 11. ." WOOLBRIGHT 1 '::> ~. ~. 3. BOYTON BLVD 13. 4. OLD BOYTON RD 14. 5. CENTER ACCESS DR 15. 6. 22ND AVE 16. 7. HYPOLUXO 17. 8. 18. 9. 19. 10. 20. ARTERIAL SUMMARY OF INTERSECTION DELAY ESTIMATES ---------------------------------------------------------------------- FOR LANE GROUP WITH INITIAL PROGRESSION ADJ. EST. CYCLE THROUGH MOVEMENT: STOP FACTOR STOP INT APP. SEQ. LEN. glC vie CAPACITY DELAY (TABLE 11-6) DELAY LOS DELAY ----- -------------------- ------- ------------ ----- ----- 1 90.0 o .j.j:j 0.999 780 51.2 0.85 43.5 E ~~ ~ .L...L...1;;;;, -...Jb.-J 2 90.0 0.422 0.771 1448 18.8 0.85 16.0 C 20.7 3 120.0 0.544 0.861 1911 212'.'3 0.85 17.8 C 23.1 4 120.0 0.508 0.714 2619 18.0 0.85 15.3 C 19.8 5 90.0 0.417 0.613 2194 16.0 0.85 13.6 B 17.7 6 90.0 0.467 0.264 2449 11. 1 0.85 9.4 B 12.3 7 90.0 o ~.j':) 0.330 2622 9.5 0.85 8.0 B 10.5 . ..:J1-1,;;. COMPUTATION OF ARTERIAL LEVEL OF SERVICE WORKSHEET Page-2 ---------------------------------------------------------------------- SEGMENT FREE RUNNING TIME INT. APP. OTHER SUM OF SEG. LENGTH ART. FLOW (sec.) DELAY DELAY TIME SPD. SEG. SEG. (ftlmi> CLASS (rnph) <TABLE 11-3) (sec) (sec) (sec) (mph) LOS ------ ----- ----- ------------ --------- ----- ------ ----- 1 1.30 0 45 105.5 56.5 0.0 153.0 28.7 B 2 1.75 0 45 143.4 20.7 0.0 154.1 38.4 A 3 0.88 0 45 72.1 23. 1 0.0 95.2 33~3 B 4 0.20 0 45 21. B 19.8 0.0 41. 5 17.3 D 5 0.25 0 45 25.0 17.7 0.0 43.7 20.5 D 5 1. 00 0 45 80.0 12.3 0.0 92.3 39.0 A 7 1.75 0 45 140.0 10.5 0.0 150.5 41.9 A Grand Sl~m of Time = 750.37 sec. Average Speed 34.2 Grand Sum of Length = 7.13 rni. Overall LOS = B . . . , . .. 1985 HCM . : INTERSECTION ANALYSES ... .. . .. .. .. . .. ,. .. . .. . 1985 HCM: SIGNALIZED INrEHS~CTIUNS SUMMAF:Y F:EPORT ******************************************************************,***~*** INTERSECTION..HYPOLUXO/CUNbRESS ~. AREA TYPE.....OTHER ANAL YST. . . . . . . JGB DATE..........6/20/88 TIME..........1988 PEAK SEASON COMMENT.......B188P -------------------------------------------------------------------------- VOLUMES bEUr'1!::. IW( EB \,B NB 58 EB WI::i r'~ t:' ~,):.: LT 214 353 310 178 L 12.0 L 12.U L 1:> ,) , 1..:2 . l) .L..;... ~ TH 496 733 714 576 T 12.U 1 L:. i) T L:. '.' -r L.. '-, RT 124 176 246 220 T 12.0 r 1') (l r L:. u ,- 1.':. l) . ~. , RR 0 0 0 <) R 1 '.... 0 F' 1') 0 F- L:. '.' '" 1 _.. u ~. 1'"7 0 12. f) 1",1 l) , ' '-' L .~~ . 12. <) 12. 0 l:'::.U L. U . . -------------------------------------------------------------------------- ADJUSTMENT f'ACTOHS GF:ADE- H''; AD,] F'KG BUSES F'HF ,"'ED'S '"'~u. c:UI . Hr:r:. '(i-"t:. (I.) CO Y/N Nm Nb Y/N mln 'r EB o. 00 ~ 00 N (> I) l). 7'0 ~..) I', , , d -'. " . W8 o. 00 c Ou N 0 '-' u. 9u ::'Ii) ~, 2,1 b '-'. . N8 u. 00 5. uo ~~ I) l) u. '-rU t:.l() i ,~ , :! .;. - . . 58 O. 00 c 00 N 0 0 o. 9u Sf) r, 2, 1 '- '-'. ~ - -------------------------------------------------------------------------- CYLL~ L~r1b:H = ~I_!.l.! PH-l PH-~ p~- ~~-4 X , f. .x " " 5IGNAL bETTINb::i '. F'H-1 F'H-2 PH-3 F'H-4 EB LT X X X Ntj LT TH X X lH . RT X X F' I" f"D r-'[) W8 LT X X S1:< LI TH X TH .. Fn X RI' F'D P[) . ~ . ~ ,~ X " , X -------------------------------------------------------------------------- LEVEL UF ::iEF'V I CE LANE GRP. V/C G/C DELAy LUS Ar-'P. Dc.LHi H'-'I..;> L!......J:::. " . E8 L o. 500 o. ..,...,....,.. 21 ". C ~2. 0 ,.,; . T 0.781 0.21 1 24. 9 C R 0.225 o. 41 1 1 1 . 1 8 WB L 0.575 o. 433 16. ~ C 1 <:!. -,- L ~ - T o. 783 0.31 1 20. :j C R 0.3:3',7 0.::89 12.6 8 N8 L 0.501 O. 43:3 1~ 1 C 14. , 1::< '-'. ", T 0.667 0.356 16.7 C R O. :317 o. 578 6. 4 8 BB L 0.434 0.31 1 2u. 2 C ").0' t) L ......;... T o. 821 o. :3:3 '-'I;;.~ 1 [) ..,;;,...J. R 0.461 0.356 '''''14. 8 8 '. -------------------------------------------------------------------------- I NTEFi'BECT I ON: Delav = 18.7 (see/ven) LU::. = L. V/L = U.6"-:''! '4. . 1985 HeM: SIGN~LIZED INTERSECTIONS SUMMARY REPORT """"""."",-"""."""""""""""",.",..,................ INTERSECTION..HYPOLUXO/CONGRESS AREA TVPE.....OTHER ANALYST.......JGB DATE..........6/20/8~ TIME..........1988 ~VER~GE ~NNO~L COMMENT.......8188~ VOLUMES i..:Jt:ur'lt:::" I KY EB WB NB SB EB WB ~.~ t:. t: .i.:, LT 206 ,340 299 1/1 L 12. 0 L 1.2. u L 1.2.. '.J L .-. I) TH 472 706 689 556 T I'" 0 T 1 ' 0 -, L_. (. -, , '-' -' . ~. F:T 120 169 2:36 212 T 12. <) T 1.2 .. "-' 1- 1.2. I) 1 ' , I) .i."::. RR 0 <) (I (> R 12.0 H 12. 0 f-. 1 ~. , r , I) .I.";"., 1'"} (> 1"0-' "-' 1..:2 " I) 1 ..:~ .. '-' 12. (! I',' U l' [.' 1 ,.::.. U ADJUSTMENT FACTORS GF:ADE HV ADJ P~:,G BUSES F'HF f't::DS f"c.D. t:<UI . rir:!-,. T {r c. ((.) ((. ) V/N Nm Nb YlN m::.n T E8 0.00 5.00 ~,~ 0 0 0."10 SO N - 1. :l '.~' WB 0.00 5.00 N 0 0 0..90 ~i() ~,~ -~: 1.. 8 - N8 0.00 5.00 N (> (> 0.'-1(> ::;0 N _'1. :3 .) 58 0.00 5.00 N 0 0 O.9U ~1{) N :.1.8 '- EB PH-l X PH-2 X X X SIGNAL BETTI NGb PH-3 F'H-4 X NB X X f"H-l X CYI~U:. Lt:.Nb I H = i-'H-": r'H-,': x x X x x ^, 911" i_i r:-l-4 WE LT TH RT PO LT TH RT PD x x x x 5B LT TH PT F'D LT IH kr x , i( x f-'D LEVt:.L uF ':::if-H\/ 1 f...,;E LANE GRP. vie G/C Dc.LAY LU~ Arf- D!::.:_H ~ f-lj-l- . u',.. E8 L 0.480 o. .s.:.:.::::; 19. 6 e ~u. -t ,,,; T 0.743 o. 211 ...,-:: 9 C ";"'-' .. R o. 217 0.41 1 1 1 . 1 8 WB L 0.521 o. 4.33 1 t5.. 3 C 1 i . ~ L. ~. T o. 754 o. -51 1 19. 8 C R o. 324 o. :,89 12.5 8 NB L 0.449 o. 4'~;:3 14. .:;, !:l 1'1. "-' I:! T 0.044 o. 356 10. 4 C R o. :304 O. 578 6. , 8 '-' SB L o. 324 o. 311 18. 0 L 21 . 1 l T o. 792 o. ......":<"--:r 24. 1 e ,,;:,...:,...;. R 0.444 o. 356 14. 7 b INTERSECTION: Delav = 18.0 (see/ven) vie:::: u.656 LU:-::. :::: L., 1985 HCM: SIGNALIZED INTER~ECTIUNS 5UI1MARY F:EPORT ******************************************************************.<***<** INTERSECTION..HYPULUXO/CUNGRESS AREA TYPE.....OTHER ANALY5T.......JGB DATE..........6/2U/88 TIME..........1989 PEAK SEASON COMMENT.......B189P -------------------------------------------------------------------------- \jOLU~1ES toEI..JrlETi'\Y EB WB NB SB EB we ~~t' b~, LT 228 378 396 190 L 1'~ c) L 12. 0 L L. '.' L , , u -. .-. TH 533 70, 917 635 T 12. 0 T 12. 0 T I.e. 0 I 1 ~. t. " F:T 1::7 188 31 1 2:::5 T 1'-,) (> T 1 -) U T 1~. U j' 1..2. u RR 0 0 0 0 R 12. 0 P 1~. 0 h, 1~. (I f. , ' () .l.";". 12. 0 1.2. u 1...2. ,) , ; U .\...;... 12.0 L::. () 1......:. (, 1 ~. . , -------------------------------------------------------------------------- ADJUSTMENT R AI,.;TOr:S GRADE H\' ADJ F'KG BUSES PHI" PED'::> REll. bU I. 1.-1r-,,'. I { t-I::. (I.) (:~ ) Y/N ~~m Nb 'tIN iTlln T EB 0.00 5.00 N (> 0 0.'-10 ju "~ - 1. ::J ,. WB o. (!i) 5.0u N (1 U 0.9u 5u 1'1 :: 1. \j c' ~m 0.00 5.00 N 0 0 u. '-iU ~u ,'J _,1. d .~, 5B 0.00 5. (JO N 0 0 O.9u 5u ~, -~, ,;, . t: EE PH-l X PH-2 X X X SIGNAL bET"! INto6 F'H-,:; R'H-4 X Nb X X L 1 L:Lt:. Lt:.i jt:- i H == \-'1_'.'_' WE LT TH RT F'D LT TH RT PD R'H-l 'f. t-H-."': '"""....,-,..;. t-i-j-':+ x x x x bl:! U IH hi" R'J) LT lH hI R'J) x X f ~ ^ ,^ x ;I, x )( LEVEoL uF 6ERVICtO LANE GRF'. V/C G/C DELAY LU::; Ar'R'. DELAy ~"P"';r' . LUt: EB L o. 843 o. 300 41 . :5 E '-'"...' . ::l [) T 0.938 o. 189 .o.b. .0, D R o. 242 o. 4"'')''~ 1 (). <:3 B .......:.. WB L 0.722 0.41 1 21 .5 C .-.:.. ." L .....,,;.,. '- T 0.88.:; o. .300 .24. 8 C R 0.360 o. 389 12.8 E NB L o. 734 o. 456 20. 1 C 1 7 '" C , . c' T 0.831 0.367 19.6 C R 0. 39::; 0.589 6. :5 B 58 L 0.853 0.31 1 46.0 E ';;"'::'. 1 D T 0. 950 o. ..,'""., -~;5. '":!' 0 .......:....... R o. C-'-'E;;" o. 16. 4 C ...J":..J '-"-"...' INTERSECTION: Delav:= 25.1 (sec/veh) v/c ;;;;; ().B~15 LUb ;;;;; L! 1985 HCM: SIGNALIZED INIER~ECTIUNS SUMMAF:Y REF'ORT .......................................................................... INTERSECTION..HYF'OLUXO/CONGRESS AREA TYF'E.....OTHER ANALYST. ......JGB DATE..........6/20/88 TIME..........1989 F'EAK SEASON COMMENT.......B189F'W WITH F'ROJECT -------------------------------------------------------------------------- VOLUMES I.;tEUME"fKY EB WB NB 5B E8 Wi:< I\Lt:. bt- LT 228 379 398 190 L 1.~ t) , 1 '~.l 0 , 1) U L 1.2. u ~ -' ~ -' TH 53~':;: 797 926 643 T 1 '"-;' 0 T 1 , (J 1 1-,-_ I) '1 1 -. U ~. ~. F:T 139 188 :312 235 T 1 ';' (> r 12. '-' I- I':. -' r 1 2. , ) RR () 0 0 0 r' 1-" 0 r' 12. (J r 1 ~. I) r 1 -- . , -. 12. 0 1) 0 , ) 1 " , ) .-. .. .. 12. 0 1 .:: (! 1 .c.. , .. , 1.0..:. V -------------------------------------------------------------------------- ADJUbTMt:.NT F- HLTub'~ GF:ADE HV f-lDJ F'I':.G 8U"ES F'HF F-'t::Ll.:) t--!::.J.J. bLi I . rir-'!- . i ,.. (I.) <i:) Y/N Nm ~Ib 'Y .: ~~ (fI' n i E8 0.00 ~ 00 N U U (.). 'iU '::1\_1 i,j ..,1 =i .~, ,,;. WB o. Ou ~ 00 N () '-' o. 9u j;;.; r, ' , ~ J. ...;U "_, ,t ~' .. NB 0.00 ~ Ou N l) U \_1. '7U ':.rl) ," 1 ::J ,,;. .. -' 58 o. 00 5.00 N 0 '-' U.9() =il~' [', '-, b ..:.j. -------------------------------------------------------------------------- WB LT TH RT F'D LT TH RT F'D F'H-2 X X X SIGNAL 5c.TTII\II.:Jb F'H- 3 r'H-4 X ~Jb X X r- ~-t-~ ,:.+ EB F'H-1 X r'H-l X L '( l.....Lt:. l_:::-~i.l!_-:, I H ::::: )-''-j-~ r':-j-_, '-:-' 1_' ~ 1-' X X X X bf:'; LI TH h r r'1) Lr IH Rr f-'D x " , X X X . c X X X -------------------------------------------------------------------------- LEVEL uF ~EF'VICC:: LANE GRF'. V/C G/C DELAY UJ5 Hr'F. Dt::LHY (~r-'r' ~ LU~, EB L o. 84:3 o. 300 41 . '5 to ';:"":'. 7 1) T 0.938 o. 189 "":!'L. "" lJ '-''-' . '- R 0.245 o. 4--.1'-' 10. ''1 B ........ WB L 0.725 o. 41 1 21 .6 C ,,:,.--', 4 L ..;....;... T 0.88,3 o. :500 24. 8 C R 0.360 o. 389 12.8 B N8 L o. 74::5 o. 456 2u. b C 1 / . b I."; T 0.8:39 o. 367 1':'.9 C R 0.:395 o. 589 b. =i B 88 L o. 868 0.31 1 4~. ~ E ~~:4 . L L' -' ~, T o. 962 o. 222 .:~ '7 ~() 1) - , R o. ':::',":,1::;. (J ~ 16. 4 L ;;;.)..;..,-1 ,-,"-,._, ----------------------------------------,------------------------------,--- I ~~TER5ECT I ON: Delav:::: 25.5 (see/ven) V,c:::: U.t::t:.l LU~= :::: !.... 1985 HCM: SIbNALIZED INTERSECTIUNS SUMMARY FEF'ORT ******.***************************.*******,*************.***....tt......., INTERSECTION..HYF'OLUXO/CONGRESS AREA TYF'E.....DTHER ANALYST.......JGB DATE..........6/20/88 TIME..........1989 AVERAGE ANNUAL COMMENT.......BI89A -------------------------------------------------------------------------- VOLUMES bEU~IET"Y EB WE NB SB ~B Wl:J Nb ~= LT 202 "'""ql: "384 Il::12 L 12.0 L 12. 0 L 12. u , " , , "::"",; .~ ..;.. . - TH C'~ ~ 769 890 66U T 1.2 . (I T 1':' (! -r I.':. \) 1~. ~.'-' F:T 14:3 180 301 .,...., , r 1 ') '-' r 12. '-' I- I.: . -' I.':. ,) ..;.....:..::J RR I) <) <) 0 R 1:'::. (J F 1.2. (I r 1~. u r 1...:.. " , L2. ''> 12. U 1.":. ,) , ..-" ,) 1 ") 0 1" '-' I.:.. t;' l~. , -------------------------------------------------------------------------- Al)JU~ Ti"'n::.f'~ r r HL fUr:::; GF:ADt:: HI..,.! ADJ ~'kG J.::Cu~t::.a r'Hr'" rt::.L ::i i-'!::.U. .tiL' I . ....:- - . , .. 1-;::". (i~ ) <:~ ) YiN Nm Nb 'i; N mln EB o. 00 " 00 N '-' () u. ';'u '-;() '" , 0 .~, ~. .. . WE (l. (H) 5. Ou N 0 I) o. 9u 5U N _, 1 ~ e ~ NB 0.00 5.00 N '-' '-' u. '-/u 'ju i'J .. 1 . :3 c. SB o. 00 ::,;.Ou N I) '-' (}. 9U ::'I\) P,I 1 u .. ~, -------------------------------------------------------------------------- F'H-l X F'H-1 X L 1 LLl::. Ll:.f'.H.:; i H :=.; t-'H-.2 '-'H-,:' l ;( XX 'f. :t. ~'.'. I..' EB LT TH RT F'D WE . LT TH RT F'D F'H-2 X X X SIGNAL SETTINb::; F'H-:, f"H-4 X Nb X X .... rl-.q. X X X X St:l Lf TH hT f-'j) LT TH RT PO X ,x X X LE\/~L UF ::;ERVICt:: LANE GRF'. '.,IIC G/C DELAY LUb i-W~'. Dt::.LAf H;-'j-". LI'I- 1....'"-- EB L 0.655 0.:300 26. 4 j) 27. 7 LJ T 0.9<J3 O. ll::19 ~'.' 6 D -''':'' . R o. ...,.::;:.., o. 47"} 1 '-'. -7 8 .....;;.:}..:.. WB L o. 761 o. 41 1 '":'-'l 4 C 21 Q L ";,,._, . . r o. 8'::;:"; o. :300 23. .::" C ..;..:.. R O. 345 0.389 L::.7 I:J ~~B L o. 716 o. 456 1'7'. .:::; C 16. 1 '''; T o. 8'-'7 0.367 II:! . 9 C R o. 381 o. 589 6. ::i 8 SB L o. 748 u. 31 1 .. ", 5 IJ ~A. t:; u ._"-' . T o. 987 o. 222 41 " t:: . .:. R O.5u5 (>. 33~3 16. 1 L INTERSECTION: Delav = 24.1 (see/ven) v/c = u. b.~.d LUt: = L 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ***********************************************************************~** INTERSECTION..HYFULUXO/CONGRESS AREA TYFE.....OTHER ANALYST.......JGB DATEj.........6/20/88 TIME..........1989 AVERAGE ANNUAL COMMENT.......B189AW WITH PROJECT -------------------------------------------------------------------------- VOLUMES I,.:.EUI"ll::.'I't-<Y EB WB NB 51::< EI::< WI:; r',Jt! s.~ LT 202 396 386 182 L 1 '-:0 '-' L 12. () L l.~ . U L 12. ,) ~. TH ~513 769 899 668 T 1.::.0 1 1:2.() -I 1~,. I.' I 1 ~. \.1 RT 143 180 302 :226 T 12. '-' r 12. '-' r I":. '-' L~. I) RR (> 0 (> (> F 1.':. '-' f--: L: . U ~ L... ') r 1"_ . ; , 1.2. U L::. u , " ,) :. ,,;~ ~ ,) .~ ..;., . 12. '-' 1"-'. t) 1_. I) 1 ~. , -------------------------------------------------------------------------- ADJ US Tr1i:.N r r HL.;TUb';:j GF:ADE H\I ADJ Ft', I";; I:;U::;ES r'HF ~'I::.F::j r-'t::.u. =;1...' : l ~.... - . .. - (%) 0:) y IN Nm ~~b y ! i'~ mi. n EB t). 00 c 00 N '-' I) o. o..J() ':1U ,-, 1 ~ "'. ,- . '..,J -- WB o. 00 C' 00 N <) u u. 9U ~'u r', , i:: "'. .. NB 0. 00 " t10 N '-' 0 U '7U ~U ,-, 1 d ~. .. .- SB o. (!(J c OU ~, 0 0 o. 91) ::~ I .' ~J ; ; "'. .. " . c:' -------------------------------------------------------------------------- EB LT TH RT F'D WB LT TH F'T F'O PH-l X PH-2 X ~ X SIGNAL 5ETTINr.:,::; F'H- 3 F'H-4 X Nt< LI X lH X FT CYLLJ::. Lt:.f'II..:, IH::::; wi i" 'oo' PH-1 ~H-~ ~H-j ~H-4 X X X X X PD 51:< LT -I H F'r roD X x x ~ X X ~ ~, X X -------------------------------------------------------------------------- LEV~L uF SEf--:V I CE LA~,E GRF. 'JIC G/C D~LAY LU::i HI-'I-'. Ur.ooLHY Hr!- LU~ EB L o. 61;;;~ o. :3;Ou .0:::6. 4 D , I u ",.J ~I . T o. 91:>:3 o. 1 I::! 9 32.6 D R 0.252 o. 4":'>') IU. '7 B WB L 0.764 o. 41 1 2..:;..6 L :':::.i) L T u.852 o. "2;UU :2~;. ~3 C R 0.345 o. 389 1.::. 7 b NB L u. 727 O. 456 19. 7 C lb. Y " T O. 815 0.367 1 Y. 1 L R 0.382 o. 589 ,~. 5 B SB L 0.76:, 0.31 1 34. 9 D ~3:6 . :5 D T o. 999 o. .,~:;.} 43. ~ E .0:-,,-",- ,J R 0.505 o. ..........'". 16. 1 C '-'.-"-' I NTEF'SECT I ON: Delav = 24.6 (sec!vehl \"J/t-: = c'.8.1.j.': LU::::, ::::; I...... 1985 HCM: SIGNALIZED INTERSECTIuNS SUMr1ARY f':EPORT ************************************************************,*,**,*"",,* INTERSECTION..~2ND AVE/CONbRESS AREA TYPE.....OTHER ANALYST.......JGB DATE..........6/2u/88 TIME..........1988 PM F'EA~: SEA5ui\I COMMENT.......B188P , -------------------------------------------------------------------------- VOLUMES bl:'-ur.lt:. I "y EB WB Nt! SB Et! W", ~b ~" LT 106 88 21 ~ ..,;.'";" L 1.2. \) L 1.2. '-' L ! " , ) , , ' U c' ....J...,;. ,- TH 78 1 ,'")." 1 1'70 7L:; 1 12. () T L:. U 'I 1 ; , , , , ";"'-' -. , -. F:T 1......~ 1 . -, 238 141 1": 1 ., U H 1.2. u I r~ 1 ..:. , , , ~, .L..:.... , ) .,;;....; b, RR <) 0 0 <) 1'..' 0 12. 0 , , , 1_ .I. ~_ . - 12. () 1"\ U L':. " ) 1 '. , ~. -- 12. 0 1 U 1.':. , 1.':. i -------------------------------------------------------------------------- ADJUSTr1c.N r rAL.TOhb GF:ADE HV ADJ F'f.'.i.5 BUSES F'HF F'EDS I-'I::.J....I. .~I._I i . Hrr i 7 !-'!::. ('l.) ('1' Y/N Nm ~jb Y /~j m::.n 1 .-.! EB 0.00 5.00 N 0 \) u. 91) 51) !\.1 .....-.. ::3 - WE o. Ou 5. ou N <) 0 o. 9u ~iU N ~,,-,- C'. C ..:.......1. NB o. 00 5.00 N (> U o. ~IJ Ij(_l .;j ....:::.:. d .~, SB o. Ou 5.00 N <) (J u. 9u =!(~! r'j -- . (::' '- -------------------------------------------------------------------------- EB F'H-l X PH-2 X X X SIGNAL SEn Ir%S f"H-.3 f"H-4 L,YL.:Li::. Li::.: Ib! H :::: "-7 . ,'. ~' !-'H-l rH-,2 .... '-1- .~, ~--!-4 X X X Nb LT IH f'T H) S.t'; LT 11-1 RT !-'D ;to ;~ >( X ;; ,~ :-.< WE LT TI-I RT F'D LT TH RT PD X X x . ^ LE\Il::.L OF ~Ef-o'\J Il~.t::: LANE GRP. vie b/C Dc.LI-W LUe; Hrt- . L!t::.LH"i' ;--lr - -~~ -., EB L O. 1":>8 o. 2UO 2:2. 4 C 1'...). 6 '- T 0.342 o. 144 "':",' 7 e ..:..""-. R 0.299 o. .51 1 l:j. .::. C WB L 0. 101:l 0.200 r; ,'~. 4 C " ' L ""-""-. ""- -'. T O. 5.39 o. 144 :24.6 C R O. 6"'--;' O. 2UU ",> 6 C ..:....:.. _'::'. NB L o. 040 u. 667 7 9 H '::l. 6 t:< .,;,. IR o. 76:3 <.>.61 1 9 . '. b - ::;B L o. 108 o. 5~6 7. 2 B 10. 4 t! TR 0.582 0.500 10. 6 E; INTERSECTION: Delav = 11.9 (sec/veh) V/C = 0.696 LUS = E; 1985 HCM: SIGNALIZED IN1~RSECTIuNS 5UMMAF'( F\EPOf" T *********.**....**...........*..*....",..,."........,......"........... INTERSECTION..2~ND AVE/LUNbRESS AREA TYPE.....OTH~R ANALYST.......JGB DATE..........6/2u/8~ TIME..........1988 AVERAGE ANNUAL COMMENT.......B288A --------------------------------------------------------------------------- ViJLU~lES L:ll::.ur.tt::': I" y' EB WB NB 5B EB We; l\ll:.i, c, c '"-''-. LT 102 87 212 51 L 1 ':J U 1- 1.2. u , l ) L L.'. , , '- - - TH 7~ 1 18 lu92 6001 T 1 ,..., 0 T 12. u T 1 U " 1 ,,- , - i "_1 -. F:T 124 1 1 S ......-:r...... 13,,, F: 1.2. 0 b.: 1 2. u , !...: 1 , , 1, ..._ft , ) "- -''':'' , -. RR 0 C' 0 0 1..... 0 L.:. 0 1 -. U 1 ,_. U 1 ",) U 1 , U 1 , J 1 U .-. -. 12. 0 1 ~. 0 L':. ,_, 1 ,-. , --------------------------------------------------------------------------- ADJUSTM~NT FALTUhS GRrmE H\J ADJ F'f'G BUSES F'HF ~'t:D'::) !-,'t:.L' tlU r ~ Hi-;""", , c, ~':. . . CO (/0) Y/N ~~m No y ; N ml n T EB o. (10 5. 00 N 0 0 u. 90 ~() n .....hH . ,J .~, WB (! . 00 C' (JU N () 0 o. 9u ~:u [.J r',... t: 0-1. ~m o. 1)0 ~ 00 N 0 I) u. ....;() ':::' ) ] j ., ...J. -- - 5B (! . 00 c. 00 N ( , U o. 9U c U f'.l r'o,_ I:: ~. -------------------------------------------------------------------------- x X X !'-Jtj LT 11-1 RI f-'U 51'.:. LI 11-1 Rf f-'U i-'~-1-1 x L, ; LL~ L,~,,1t::: H ~ :-'!-I-....:. ,- , EB F'H-l x. FH-;e X X X 5 I GNAL St:::TTI Nbb f-'H-:: F'H-4 ~"-f-~"+ WI:< LT I-H RT PD l_ T TH RT F'D x x ;, ,< x, X x x , x -------------------------------------------------------------------------- LE</~L uF ':::it:.!-~V i [~t::: LANE GF;F'. \')/C GiC DI::.LAY LuS Hr"!- lJt":.l_rl1 H!~l- . l_:....''::: EB L o. 108 o. :20u "',"J 4 C 1'7. ~ I~ ......... T o. "3"29 o. 144 .....,..\ 6 L ......;... R 0.297 0. 31 1 1::S . , C ,- WB L o. 108 o. 20U "',",' 4 [" ""1., b l., ..;.."'-. ..;;..- . T 0.517 o. 144 24. .:::; C R o. 432 o. 200 2r). 9 L; NB L o. 036 o. 6b7 ~ '1 i-1 d. .2. ,\'3 ";'. TR 0.740 o. 61 1 8. 9 f:. SB L o. 108 o. r;;;"!;;; . 7 2 B 1(.1. 2 tl '-'0-10 . TR 0.564 o. 5<.H) 1 '-'. 4 B -------------------------------------------------------------------------- I NTEhSECT I Dr]: Delav ~ 11.4 (see/ven) Vie = 0.64.....: Lut: = .8 1985 HCM: SIGNALIZED INT~k~~CTlUNS SUMMAF Y k:EF'Oh'T .............................,.,.,...,."'.*.....**'*."*'..1'_."'.".... INTERSECTIUN..22ND AVE/CONbRE~S AREA TYF'E.....OTH~P ANALYST. . . . . . . JGB DATE..........6/20/88 TIME..........1989 F'EAK ~EASON COMMENT.......B289P --------------------------------------------------------------------------- VOLUMES bEUI'I~TKY EB WB NB 58 E8 WI:< ~Jb ~: .;:=~ LT 1 1'~ 29(:;) 289 144 L 1 .., 0 L 1 .~... 0 L 1 I l.. , () ~ ,.*" I..:... TH 104 1 94 1:275 818 T U. f) L 12. 0 '1 L:.. U 'I 1 ~ , F:T 1::36 41 429 150 R 12. (> T 12 , I T L2. i) I ~: 1 " , I -' . RR 0 80 <) 0 12. <) k 1 , () r L.':. , ; , ,.. , .;... . 1'-} 0 1 ~; ,-' 1"::. -' . ; , ) . 1 ~. <) L:: . () L.:. r) 1 -, \. , -------------------------------------------------------------------------- ADJUS Tr1EN I rHL.TOr.~ GF:ADE HV ADJ PKG BU~ES r'hf" F-'t::.u.::) ~'t::Li. J::iU (/0) CO Y/N Nm Nb YiN ff"li. n E.8 (J. 00 w. uO N '-' u U. '-.It) ':.IU ,,) ~ - . :l W8 O. 00 5. 00 N () () O. 9u ::',l) [oj ..:.... - ~,8 O. 00 5. Ou N l) \) U. '--:oIl) ::;u " "'- -'. ".") SB (J. ou ~ ou N 0 l) u.9u ::i\) ~I ....::,- -, -'. "'.;r':-. ~ l __'- .~, ----------------------------------------------------------------------~---- EB LT TH RT F'D WB LT TH RT PD F'H-l X F'H-2 X X X SIGNHL bETTINbb F'H-,3 r'H-4 LYLLt:. L~:,r'.jt7' i H:: ......(.1" ',.' X X X X 51:' r'cj-l !-'rl-~ LI X ,x x IH x .<. k I , r'D L1 X x, lH .<. f"T ,', PO ;_'f-j_l+ NI:' LE'jEL UF SEr:~' I cr::: LA~lE GRF'. V/C G/C DELAY LOOi A~'f'. vEL;':'f {-)r!-'. Lu:::, EB L o. 108 o. 156 24. 8 C :';:2.6 C T 0.658 o. 100 30.2 D R 0.462 o. 300 17. (> C WB L o. 472 o. 244 ,....,...", '7 C 2~. ~, j) ..::...::.. I ~ T o. 650 o. 189 24. 4 C R 0.930 o. 267 38.0 D NB L o. 1::." l::.~.''"I o. 6.........) 8. 9 8 '7 d I::J ..J;;J~ -- . T o. 778 0.544 1 1 .7 B R 0. 464 0.689 4. .~~ A SB L o. 617 0.500 18.2 C 16. 4 ,~ TR o. 780 o. 4'---"'";\ 16. " C ..:.....;.. "' INTEPSECTION: Delav = 16.3 (See/veh) \J' C :::: u. ...;t')'~ \_u::3 :::: I"':: 1985 HCM: SIGNALIZED INTER5ECTIONb SUMMARY REPORT **.....*.*.****.********...***..***********.*~.~~*~*.~~.*~~***....*~..**.* INTERSECTION..22ND AVE/CON~RESS AREA TYPE.....OTHER ANALY5T.......JGB DATE..........6/2u/88 TIME..........1989 PEAK SEASON COMMENT.......8289PW WITH PROJECT -------------------------------------------------------------------------- VOLUMES bt:.UMEfRY EB WB NB 58 EB WB Nt;; ~: r: LT 1 1 2 -':;:09 :305 144 1- 1 "' (I L 1 , ,) L , \ , I , ! ~. .I...:.:. ~ ,~ TH 1('4 194 1294 ErS5 T 1.2 . 0 L 1 ,', 'f 1 u T l~. " ~. ~.. .' P:T 200 41:, 441 l~O F: 1'"} U I' 1.2. '-) I' 1.2. -' ~: , " ) " ... . RF' (! 8u 0 0 1 ., 0 F 1 i) ,.. L~, i , 1 -. , , ~. . , " ,-' 1 , ,-' 1.~ . i) , .. , . , ....;... 12. '. , L:. u 1 -. i , 1 ..-.. , , AuJ Ub n'Ic.N I f- HL T Ur"'~ bF:ADE: H\J HU,] F'f I'; t-:U:::!::.':::l I-'Hf' t-'!=.U::l i-'i:.-_U. , ,--".. '.. .. .._n_ , . . .. (%) ( ~.~ ) y IN I'~m r',lb 'y I['~ ITl " 1 EB o. 00 c OU ,.j 0 , ) () ...Jl) -':::' 1 ,,~ :.J -..i. . .. W8 o. 00 ~ (lu N 0 u o. 9u t:,() r; ,- J. -- .. N8 f). uO 5. UO N 0 0 u. ..,..U ::JI) j .'.n _'" .:J .~, 58 o. 00 ~ 00 ~, (\ U C'. Qr' ~S,} t-J C .....1. , .' ~... ~ EB PH-l X S I G[',,.,L SE TT I Nb::l P'H- 3 I-'H-4 l-'H-l X f-'rl-....: C 1 L:Lt. L_ ~.:.:-'~b i H :;;;: ;- f-l'-'~~ PH-2 X X X LT TH RT PD LT TH RT F'D Nt< LT IH 1'" r P'D St< LT TH hI P'D I, X WB x X X X x LE'/t::L OF BEI-:V I CE LANE GRP. V/C G/C DELAY Lu::::, "'1-'1-'. Dt:::LHY EB L o. 108 o. 156 24. 8 C .'."-:; b ..:....:.... T 0.658 o. 10U 3u.2 D F: o. 497 o. .-::;;0(> 17. 4 C W8 L (). 498 o. 244 22. 9 C :29 .::: T 0.650 o. 189 24. 4 C R 0.930 o. 267 3C:3. 0 D N8 L o. 629 0. 622 10. 7 B .tu. .~~ T o. 790 o. 544 1:: . '-' I: R O. 477 u. 61::19 4. 4 A BB L o. 617 o. 5uO 11::l. "-' L 16. 7 ~ TR 0. 794 o. 4r:;o..} 16. S C ~- I ~nEF:BECT I O~j: Delay = 16.6 (see/veN) \/'C ;;;;; U.'t~l '-I'. _ !-H-._, v " ," , " X X X H)-'!-'. LU~ I"; L' H L LL;:) = t"; 1985 HCM: SIGNALIZED INTERSECTIONS SUMMAF:Y REF'OR f **************************************'*****'********'*'****************** INTERSECTION..22ND AVE/LUNGRESS AREA TYF'E.....OfHER ANALYST.......JGe DATE..........6/20/88 TIME..........1989 AVEkAGE ANNUAL COMMENT.......B289A -------------------------------------------------------------------------- VULUMES bc.Uj'"it::. , kY EB we NB 58 Eb Wl:\ ('j", ~:'~, LT 10S 29::3 286 142 L 1 ",'" U L 1':. , , L , ) !- ' ' , ) . ..;... .l..,;". TH 101 H:i9 12:36 77'4 T 1 c' 0 l.. L: . u ! 1. ~. " 1. .:.. ~ , ~. PT 185 407 42:3 145 F: 12. () r 1 ,} U 1- , , ) , ,-' 1 , , ) .l. .~. . .:.... . RR <) 80 <) 0 1',.' 0 ",' I.: . () F 1. ~. , , 1. .;.... , " . 1..2. i) 1 ,) () 1. ; ) -. , , .. 1",? u L':. U l' ( , 1. ," \) -------------------------------------------------------------------------- AJjJUSTM~NT rACTUr:o, GF:ADE H\) ADJ F'f-:G BUSl::.'::J f"HF F-'E.U~ t-'t:.).) . -'='U , . t-jr;-- . I r-'::, CO (%) Y/N ~jm Nb Yi n fT" n -, .'" EB o. 00 ~ 00 N 0 u o. '"iU :::.U i'J " .~, ,J. -- . we o. OU ~' 00 N 0 0 o. 9U :5u N ^, ,;;:; ,J. -- . '. NB (). 00 -.;: 00 N 0 0 t) . '-it) ~y) ,'j '.:J ...;. ,..; . -- . SB o. OCi 5. Ou N 0 () u. 9u ~iu N , ~ ~ -------------------------------------------------------------------------- EB F'H-l X F'H-2 X X X SIGNAL SETTWloS F'H-:3 PH-i~ L 1 i"";Lt'.. Ll::.r'~!..J! H ::;; L " .. .' x x x Nt:! LT iH Rr r'D Et:: LT IH RT r'D ~'H-1 X r-'Y-~ X X X -"~-.. ~ '-1--.;'+ we LT TH PT FD LT fH RT F'D ,\ ^ X x x x. x .. " u:: \1 I::: L UF ~EF'V I L.E LANE GRF'. 'JIG GIG lJl:::LAi LL:~ f.:t,--\-' . L't:.LHT Hi" I;".. '-~".. EB L O. I'-'S U. 1::)6 ~4. ::3 C , .. t.: 1 0.6:::.9 o. lUU '"'";.'....1 6 [) ~ . R O.4~9 u. ~,uo 1 , . '-' c we L o. 469 O. 244 22. 6 C :2::=. 2 L' T 0.6::n o. 18'7' :24. 1 C R 0.91::, O. 267 ::;~. 8 lJ NB L u. 5ul O. 622 ::1. 1 B '-I. 4 1:< T O. 755 0.544 1 1 .,. B . -' R O. 457 u. 089 4. - (4 SB L O. 600 O. 5uo 17. 4 C 1 '::. '7 L TR O. ?~7 O. 4'''.~'''' 1::5. 7 C ..:-..:- I NTEF:SECT I ON: Delav::: 15.8 (Sec/veh) V/C :::: u.t;:(d"! LU:::i ::: (~ 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORr *******,.**_*****,*_**_*_,_*,___*__".",.._,,*....*.,1_'1_**'_'1""""- INTERSECTIUN..22ND AVE/CUNbRESS AREA TYPE.....OTHER ANALyST.......JGB DATE..........6/20/S8 TIME..........1989 AV~RHGE ANNUAL COMMENT.......B289AW WITH PRUJ~LT ---------------------------------------------------------------------.----- VOLUMES t=d:::.UITII::.J HV EB WB NB 5B EI:< We< Nt:: t:..t: LT 108 30B :3u2 142 L 12. 0 L 12. u L 1': . l) L l.~~ ~ <) TH 101 189 1253 812 T 1 .'::- () L 1k. 0 1 L.:.. () 1k. '-' F:T 199 407 4~:5 145 R 1 '~ 0 r l~. () r 1.: . , , I ,,' " () - .~ ...... . RR 0 80 <) 0 12. () F' L;.. () r L:. ') 1 "~. . " 1 :) \) L':. \) , ; () 1.2.U ;~. 1 '") 0 12. () 1.: . u 1':. (~i k. -------------------------------------------------------------------------- ADJu::;n1~Nr rACTUR::' GF:ADE HV ADJ F'f,:'G BUSES RHF PEIJ~3 l-'i::.LJ. dU r. l-lr!.....,. r " rt:. (I.) (~1. ) Y/N Nm Nb Y /t'j mln T EB 0.00 ~ 00 N (> \) O. "10 ~o i\~ ' . ::i ..J. ...:......;.. -- WB 0.00 5.00 N (, 0 O. 9u ::.;{) t.~ ~' ~- .,-' NB 0.00 5.00 N 0 0 O. '-/,) 'jU f\t ...... -'. ':J e, SB O. 00 5.00 N 0 I) O. 9') 5u N "-.: ~. ...... -'. ....; - x x X X NJ:j LT iH F 1- t-'D 51:< U 11'1 f~ 1 r'D CiLLi::. LI::.NblH = sr.,~!_, ~'H-l ~~-2 ~~-j ~'~-4 X. EB LT TH RT F'D WB LT fH RT F'O PH-1 X F'H-2 X X X SIGNAL SETTH<GS PH-3 F'H-4 x x , X X X >- X X LEVEL uF ::,~t-;V11"';E LANE GRF'. 'JIC G/C Dt:.LAY LU:::. Arr . lJt:.l_H';' f-~;-- LU.= EB L (l. 108 (l. lS6 .:4. ::l C ~~. ,..;, C T o. 6.39 o. 1Ut) ~w 6 U ..:... . R O. 494 (l. .SOU 17 ,. C e. WB L 0.494 0.244 "",., 9 C ''''''-' ..:. L' ......:... ":"\..-. T o. 63:3 o. 189 24. 1 C R 0.913 o. '2.67 3~.8 D ~J8 L 0.580 O. 622 9 . 5 l:j -1. 7 l:j T 0.765 o. ~544 1 1 ~ b ...J R o. 470 0.689 4. 4 A SB L o. 600 o. SUO 17 4 C lb. 1 C , . TR o. 771 0.422 16. 0 C INTERSECTION: Delav = 16.0 (sec/veh) \,/IC = u.8'-1d LLd = C 1985 HCM: SIGNALIZED INrERSECTION~ SUMMARY REPORT """"""""""",..._,.".,-_....,_......._,-_......,............,.. INTERSECTION..CENTER ACC~SS U~/CONG~E~~ AREA TYPE.....OTH~R ANALyST.......JGB DATE..........6/2u/88 TIME..........1988 PEAK SEA~ON COMMENT.......B388P ----------------------------------------------------------------- VOLUMES bEurlET~Y EB WB NB 58 EB WB Nt:' c..;... ,-'.:....' LT 186 0 109 (> L 1~. 0 12.0 L 1.2. '.) r , , <) .~. TH 0 0 1601 1 142 L 1:2. 0 1 '", 0 'r L.:. l) I l...:.U F:T 1 1,} (> 0 99 : ~ 1...... 0 i -',\ u I' 1..2. 1.) ~: 1.2. '-' .~. RR 0 <) (1 0 1 r::, (> 1 ") 0 L':. 0 1~. u 12. '-' L'::. r) 1..2. '.) 1 , ,-' 12.0 L::.O 1:';:. I) L.. \~, -------------------------------------------------------------------------- ADJUSTt1O::NT FALTOf-o'S GF:ADE HV ADJ F'f'.G BUSES PHF fEOS 1-'t:.L'. .:jU , . HI- !-.. i 7'-'t::. (I.) (I. ) Y/N Nm Nb y / I'~ mln 1 EB 0.00 5.00 r, 0 0 I) . '70 ~'U i"~ ........;. :3 - WB o. 00 ~' 00 N 0 u o. 9<) 5') N i:: ..J. ..:...- . '- NB O. 00 '" \)0 " l) 0 u. :.rCl ':::.rU ,'j 1'{ . .~, ~. .. SB o. 00 ~I. (Jo N <) 0 o. YC) ::r') 1',1 14. - ------------------------------------------------------------------------~-- EB PH-1 X F'H-2 SIGNAL S",TTINI.:1,::, f"H-,} f"H-'~ L ')' L..Lt:. Lt:.[-.iL:c ~ h :::: '_'_ " i) WB LT TH RT PO LT TH RT PO x Nt; LT IH hr f"O Sb LT IH kT f'"f) t-'H-[ X X r-'H-""': x i, i_ '-\-.~ ,.. '-j-i.f i, X -------------------------------------------------------------------------- LEV~L uF ~~RVICr::: LANE GRP. 'JlC G/C Dt:.LAY LU~ Hr'l-'. Dt:.L~'f HI-I-'. LU':: EB L 0.672 o. 100 :}:}.4 D :':8. :3 f) R 0.421 0.200 2<).8 C NB L o. 176 0.800 1.6 A 2.d '4 T 0.665 0.800 ,.., 9 ., ~. SB T 0.542 0.700 4.4 A 4. 1 1-\ R 0.092 0.800 1.3 ., INTERSECTION: Oelav = 5.7 (see/ven) Vie = O.61:!:5 Lus = b 1985 HCM: SIGN~LIZEO INTERSECTIuNS SUr1MARY REF'OkT ********************************************************************~***** INTERSECTION..CENTER ~CCESS DR/CONGRESS AREA TYPE.....OTHER ANALYST.......JGB DATE..........6/20/88 TIME..........1988 AVERAGE ANNUAL COMMENT.......B388~ -------------------------------------------------------------------------- VOLUMES '..:JELW1ETHY EB WB NB 5B EB WI:! Nb Co... \...--' LT 186 (> 109 t) L 1 " 0 12. '-' L 1:2. u I l~. ') TH 0 0 1544 1 142 L 12. 0 12. ') 'r L.:. (J I 1~. '.' RT 113 0 0 99 R 1.2. 0 12. 0 I 1.:: . l) co: 12. '-' RR <) 0 0 0 1'"7' 0 1 ',' U 1~. '.' ; " J.";". 1 "; 0 1 '-,' () l~. '.' '! -' () ~. .l. .~_ . 1 '} 0 12. 0 l...::.u 1 ~. i_I -------------------------------------------------------------------------- AUJUSTMHd r AI....:TLlj..,'~ GF:~DE HV ADJ PI<.G l:!U'=iE:3 F'HF H:.IH j-'t:U. ::::U , ....t-,.... , r--~ (I.) (i~ ) Y/N Nm ~jb Y N rP' CI I EB O. 00 ~. 00 N 0 '-' u. ';It) :::;u "" d -' ..J .........:. WB O. O(J ~5 . (H) N 0 u , ). 9/.! ::.il) N k_'. '- '- NB O. 00 .::." 00 r~ '-' 0 U. '-IU '::.1') I '-~ 4 '..J. SB O. (!(l ~' 00 N (J U (1. C?() ::.'1) [-, 1 ,J," ...!. - -------------------------------------------------------------------------- EB LT TH RT PO WB LT fH RT F'D F'H-l )( F'H-2 S I Gr',~L bC=. n 1 Nc,'=i F'H-3 r'H-4 )( Nt< Lf IH RI F0 51:! LT 1 H [,T PO L il...:L:::. L:::.:'J!- I H == ,-:-,;., - '! ~'H-l ~~-~ -M-4 X , X X X X -------------------------------------------------------------------------- LEVE.L OF SERVICE LANE GRF'. V/C G/C DELAY LUS At-'~'. .Dt:.LH'i H~r'. Li ''""", E8 L 0.672 o. 100 3,3.4 0 .c8.8 0 R 0.421 0.200 20.8 C N8 L o. 176 O.8UO 1.6 A 2.6 ~ T 0.642 O.BOO 2.7 A 58 T 0.542 0.700 4. 4 A 4. 1 14 R 0.092 0.800 1. ::;, A -------------------------------------------------------------------------- I NTEF:5ECT I ON: Delav = 5.6 (sec:/veh) ViC = '-'.664 LUt: == 8 1985 HCM: SIGNALIZED INTER~ECTIONS SUMMARY RERORT """"""""""""""""""""""",""'""'*"*'*'*'*1*1*11* INTERSECTION..CENTER ACCESS DR/CONGRESS AREA TYPE.....OTHER ANALYST.......JGB DATE..........6/20/88 TIME..........1989 PEAK SEASON COMMENT.......B389P , -------------------------------------------------------------------------- VOLUMES 1..:Jt:.uj'>~E I kY EB WB NB SB E8 WE< I"~ ,t:' '- - LT 386 ,-' ~70 0 L 1'-:.) () 1.) U , , ' , .~ .-- ~ , , ~ .1.."-- TH 0 0 1 t:l:::,~~ 1 441 L 1'" 0 1 ' c , ) , , . -. - . '-' - F:T 191 () 0 1 ~ '..... t': 1:2 0 1-' ',) r . -, , 2....::. , ) ...J";;' .....;... RF: t) 0 (> 0 1 0 L':. (j , 1 , ~. . -- . - - 1 ..... u 1 , ,-' ........ , , .'-" ; ,- 1 r:, 0 L':. r) 1 -. , - . -. , -------------------------------------------------------------------------- Au.] U::;Tt1t:.N r F- He. TU~'S Gt':ADE HI,; ADJ Fl:i.i i::lUSE:.3 ~'HF F'f::.U::::. ;-'l:.L'. .'::IL~ : - - c-:) (i: ) Y,'N I"~m NlJ 'y r'j ITL:. " ! EB O. 00 ~ 00 r~ 0 'J \_, >,<, , :::.'\) ,j ::j ...;. . - -- W8 o. 00 c;;: 00- N 0 '-' o. 9') t:::, ; N e. ~. -' ...:...... NB o. 00 ~ 0') ~j \) U U. '7'U -, , i"~ .L L .;, ...;. '-"'- 58 o. 00 5. 00 N (J , - , u. 9U =:u f'.j 1 '-t. - -------------------------------------------------------------------------- EB F'H-1 X F'H-2 SIGNAL St:.T"lINb::; PH-::: f"H-4 C I'LL:::' L..t:.,.lL""J! h ::::: I-'H-1 I-H-~ ;'- r-'~- ..:. n_ 'ni'-.;"'~ WB LT TH RT PO LT TH RT F'D Nt! L r f .\ .: H x x x hr F'l) 51:< LI TH hT f"l) x X LE'/E.L OF SERVICE LANE GRf". V/C G/C Dt::LAY LU::; EB L 0.837 o. 167 35. :3 l) R 0.854 (). 167 "~7 ~ D - ....1 NB L 0.699 u.73:3 9.5 !:l T 0.831 0.733 6.8 f; 58 r 0.880 u.544 14.7 8 R o. 10;;:"0 0.711 r.:o "7 H ...;. HI-'F'. D!::.LH'r :~,b. 0 Hi--'I-'. L:.J:::: l) l. 1 !:l 13.6 !:l INTERSECTION: Delav = 13.4 (see/ven) ViL: = U.8._.i LU:::, = t: 1985 HCM: SIGNALIZED INTERSECTIONS SUr1MARY REF'ORT *******************************..........***...***.*********..*........... INTERSECTION..CENT~R ACCESS DR/CUNGRESS AREA TYPE.....OTHER ANALYST... ....JGB DATE..........6/=u/88 TIME..........1989 PEAK SEASON COMMENT.......B389PW WITH PRUJ~LT , -------------------------------------------------------------------------- VOLUMES i..::It:Uf"it::1 r<Y EB WB NB 5B ~B Wb r.u:! :::::::-: LT 43:3 (J .299 (> L 1 ,'-' U u. U L 1 ,.:.... , ) I 1 ~ " TH 0 <) 1 I:r:,c:: 1 456 L 1:2 . (J 1 ' () 'I 1 U 1 , , . -- . . - , F~T 20'7 0 0 165 R 1 .:-. U 1..:0:. u I L':. ,,' .....~ L ~. , ) RR <) <) (J 0 L::. 0 1 -. (.' 1_. '.' 1 - , , 12. u 1.2. u ::.....:.. , ) , , J " - 12. (> L.:. u L:. U 1 -. \ AUJ US 1~It:.N r F- ACTO,,,,,, GF:ADE HV ADJ P'f'.G bOSES r'HF f-'t:.U:::i t-'i::.L'. :.....:l! ( . !~-!j-'r I , '.- (%) (%) Y/N Nm ~m y I ~j m: n i EB o. (l(J t;;.~ 00 N 0 U u. Yi.) ':1'.) (,~ ,- :J , ~. ~_.: WB (l. 00 ~ OU N (l <) o. 9u ::.iU ~; r.,.... ::::5 ...J. ~- NB o. 00 ~ 00 N (> u o. '-tU '::JU !\~ ill. ...;, .~, ...J. BB o. 00 ~' 00 N <) 0 o. 9U ::.iU N 1 ~. -'. '- - EB LT TH RT F'D ~~B L T TH RT PO PH-l X SIGNAL SETTING" PH-,3 PH-4 P'H-,2 X Nb LI IH PI PD Sb LI IH PI PO LE~'EL OF ':iEF:\,iICt::: LANE GRF'. V/C G/C L't:.:Li4Y Lu:::, EB L o. 939 o. 167 4:5. 9 E R o. Q'-'C' o. Ibi 4'0. b E. .-..:-....; NB L U.:::Kll u. 7-';: .,~ 15. .~, " , 1 0.8.31 o. "7 ";~ b. 1:0 f: , - - 88 I (). d89 0.:544 15. 1 C R o. In o. 71 1 2. B H 1'_' LYLLl::. Lt:.!"'l!-=!rl == L..\'.\_I PH-l ~H-~ ~~-,5 ~'H-4 X. X. X. X. x X Hr'~'. Ur_Li-i ~ .o.+':::J. 1 r~' '=. I . -I ~j 1 '~'. '~ -~.:I I NTERBECT I Or'1: Delav = 15.7 (see/veh) -----------------------------------------------------------------------.--- LU.:=, ::::: L vie::::: u.8:::u 1985 HCM: SIGNALIZED INT~R~ECTIONS SUMMf.\RY F'EF'Oh T *****************'****************""',**"'**'***"*"I,*,*,'a....'_.... INTERSECTION..CENTER f.\CCESS UK/CUN~RESS AREA TYF'E.....OTHER ANALyST.......JGB DATE..........6/2U/8b rIME..........1989 AVERf.\bE ANNUf.\L COMMENT.......b389f.\ -------------------------------------------------------------------------- VOLU~1ES LJl::ur'tl::. I KY EB WB NB 58 ~B Wto I"'J.t:: t:t:' LT 386 0 270 (J L 1'~ 0 I.':. i) L , ,) l."::g '-' .\...;... TH 0 0 1773 1-;:0.1- L 1:': . 0 L... 0 1 1 ~. () L':. " ,_, , '...J .' RT 191 (> 0 1 ~,., F: 1 "',1 U 1 ') '-' r 1.2. ') ~: , .' '-' .:.I~ .~ ..... . RR 0 (J 0 I) 1:2.{) 1~. () I.e. i) 1 ' u 1 ,) (> 1..:.:. U L:'. U 1....:. '-' 12.0 L:'. U l.,.;;..U L:'. i_' ---------------------------------------------------------------------.----- ADJU~rMt:.N r F-AL;T[lr:~ GRADE HV ADJ F'j':,C:i BU~ES FHF f-'Eu:3 H:.U. dU I F-jr;--' . I 'r r'i::-~ (I.) (I.) Y/N Nm Nb Y I r'~ (1"11 n -[ EB 0.00 ~- 00 N U i) (.1. '-!U ':JU r'~ ~:J. ;;j c. -'. WB o. 00 c; 00 ~~ '-' (J I). 9U ::.;U N r),-, W -'. ..:..--. ~ NB o. 00 ~ 00 N 0 0 u. yo ::'tU !'.J 14. .:.:' , .:.I. SB (I. OU c- Ou N (.1 <) 0. 9u ~;i) ~" l.i.L .:.I. .. EB F'H-1 X 5 I G~~AL SET I I N~", F'H-:3 F'H-4 FH-2 LT TH RT FD LT TH RT F'D x ~~to L! iH f-' r F'D Sto Li IH PI rD WB LI::.\!I::.L UF ':=:I::.i-:I,,.!ll.....:t:: LANE GRF'. 'l/e G/L; l.JtoLf.\< Lu~ EB L 0.8:37 u. 16"7 ,~ 1.;,; ~ D ._'..... . '..' R o. 854 o. 167 ::,,;;. c- D ~, r,m L u.69'7 o. 73::;:: 9. ~ to T o. 804 o. 7:3-2, 6. -, B ':38 T (i. 81::.-'-' 0.544 1 7 to ";4 ";'. R o. 159 o. 711 ", 7 f.\ ..::.. INTERSECTION: Delav = 12.9 (see/ven) L 1 L:Lt:. Lt:.r-il-=! H ~ r'H-1 X X -'';-4 t-'H-.~ <"'--..j- : ~t. x x X Ar-l-. 1)t:.~H 7 _'.:'. fJ . L.,_.' 1) ,:J.b ti 1.2. ,~ ,ti V / l. = (i. C::';;:i) Lu::: = I:: 1985 HCM: SIGNALIZED INT~HS~LlluNS SUr1MAF'Y F:Ef'Of':T ***",*,*.,*".**,**.,....*...........,,*,.,..,.,.',.****....*...*,., ..... INTERSECTION..CENTER ~LCE~S UHICUNbK~~~ AREA TYPE.....OTHER ANALYST... ....JGB DATE..........6/2u/88 TIME..........1989 AVERAGE ~NNU~L COMMENT.......838cAW WITH PFuJ~CT ---~----------------------------------------------------------------~----- VOLUMES 1..:Jt:Uf"'I!:::. 1 "" Y EB WB NB SB Eb VJl:! i~~ .::i = i- LT 4.>", (> ::299 0 L U. <) , "-, '.) L L':. , , r , -' , , .L....... TH 0 (> 1 "TT':': 141 1 L 1 r", /) 1 .0;;:. t', -r L':. , , I , . ..' " ..._tt F:T 207 (> I) 165 F: 1'") u 1 '") U r 1.2. ,.> ~.' 1 ._~ . ,) RF: () 0 (} 0 12. 0 1 I) . U 1 ~ i ~. . ~. 1 -, U 1 '-1 U 1.2. u , , I , - L:. r) 12. 0 L':. , 1 ~. I ADJU~IM~NT FHLT[lh~ bRADE H'.,l ~DJ F'f.G BUCjE::3 t-'HF (...'1-1\'''' t-'t:.u. ;j~~ , ."f-> ;' . , - '-i._ ; >-......:::1 0:) (i~ ) Y I r'~ r'J", NO y , N iT! ~. r: EEl O. 00 ~- uO N 0 '.) t). '-IU ':JIJ !"'~ - ~ ..J. .,~- - -- - WB o. (10 1:;:" (1) N '-, (, u. 90 1:;;,,) ~j ..J. ......-'. .. NB o. i)1') 1;;,- 'JO N t.) t) u. '..JU J ..). . .. SB o. Ou ='. 00 N ,) U u. 90 su N 14. ...;. .. EB PH-l X SIGNAL S",T1 I NGS F'H-,':; F'H-4 F'H-:2 LT I-H RT F'D LT TH F:T PO X Nb LT IH FI F'O Sc L! 11-/ f.r ,"'0 WB L~\'~L GF ~~~VIL~ Ut~LH 'i LUb 45. '"' ~ 46.6 E:: 1 'j. ::;. !~: 6 ",' b 14.U 8 2.8 "' LANE 5F:F'. v/c b/C E:8 L u. 9:39 u. 167 R o. 9'....c:- (J. 167 "::"....J NB L l). 801 (! . 7-;~"~ . -"-' T 0.804 U. / .:;...::' SB T O. 861 (\ . 544 F: O. 173 0.71 1 . INTERSECTION: Dela'I == 15.2 (see/veh) ,"'"1-1 X ;( LYLL~ U:.f'Jb IH = !-'H-2 !--I-I-:; X ;( ~'H-i.f ~\)~ U ^ .^ HI-'I-. LJ~~~_!_,:"'i T H ,- ~~. L.. i..) .-:,~ 46.1 I:: . -..1 I:j l.2. '7 .8 li/L = (J.ldb~' !._'-.J:=, == C .l;,;r':'~::; ,'-iC.:.'1; S1G.NH~:::ZEl} INTE:~'2(EC."';~:i::.;:.t:::'~ ::("U:>~.'!o!~~~""- ;~'E;-:'Cr-,:-'r ~~<<'~~~~~~~~~.~~~~~~~.~~~~.*~.~~~~~~~~~~<<~~~.~~~~~~~~:..~'~~~~~~~~~~~:~,,~~~~,~,;~~ l:.;TERSt:::CT rC}r'~.. .~~.,' "', ..w::........' '-'.I-,r>,. "-,.:~ ~'.,.. '.~..,.... r .:;). . .. SNP' :::"u'r' ;~C:'~/CDNG;.~':::':, S C:-,~ADE .--j'~~" A;'rE:A TYJ='~" C,THER :':-ATE.. 6..."2,(~/38 .: 5':';'8 PC;:;'~"": :::;.:::A'SC'N .A,:' ..,.", :;-;{} ..;- :: .~~:::" ;::2:~'iriE~,r; .. ':'A,~(.a;.. :;.~ ~ L 12.. ~ :...~:::C;~,,;~:=.~-;:;\r -st..; ~ ~B ------------------ VC~.U.lo,.~ES ZD ;,-;:"( NEt z.:(:.:~4 "; ":'2.. (~ LT 3'7:2' ";:"..: 416 :'::';'13 R . ::; .:.......'..' -;OH .145 .1.2"3' .l2-4'3' ::. j.2.. ;':;-'T "74 .::~-,~ ." :[-6 , :: ..:~.. ..' R;-.,:, :-;:) .,--------------,-------------~--_._------------ 12.. ..., "';'..' (/'~'; ~ -'. ~';.L' c. ':2.. ;,., .~, .. ;;..;1:~ '. ~'.. ....' ';.. -:r- ,,.~ ... ~.-.. N::"; ,"",.-, '..'..' 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(;'2' i :-rrE nSECT .: Or'~ : :;:::.=.1 ~j" -:~ ... ::.'-:;,.-:;.. >-6-..... .;'-:::1..2, 4~';6 -::~. 1. :(~.. j, 1. .i 27 A. -' z':.. :(1'6:",~ '" ;"" !",..".-. ':""~".., 4.';, j, (}.. 555- :(:.. -4.i .1 11.. :,':' J.4. l 0..387 65.. :i' 1t!" ..: ;:;:.€;"C'/vE'h1o \/.",::: ~..c_ (_. ;.r - .:. ::.~.. .... 52.3 ! . :':'';"5,,) ,.>-.. " -;:". ... "-~.. . , i.:"'::. t.,. ~- ,';,."" -.'::'" '-"- , -.->C" ~, DE,-,,-( ~ ......~ , :1. '-,..,:....... 1985 HeM: SIbNALIZ~u IN!E~~~Ll1G~~b SU~1~1A~: Y I-:EF'L'F'T **.****************.....*.***..***....***********...11**.~,.~.....", '0' rNTERS~CTluN..uLD BOTf'UN./~UNbR~~d AREA TYPE.....OTH~b ANALI'ST...... .::;M~' DATE......... .':::;' 2(!'bt:: TIME..........lw88 P~A~ ~EA~ON CUMMENT.......B4d~~l IM~'~U\.'~0 G~UM~I~Y LT TH RT PR c.....,..... 148 74 t::B VOLUf1ES we r~e ~() 41 b l")q 1.24,,;:} 9"7 c.t::: u 0 1":':.U 1~:..:. (J bt:.UI':~ !1- i,I~ .;:j 1, ;, ;',,;:j 1~. , ~ '-::.~ 1_ ~B "'4 E8 1"'- (_, L T F L L ~54 1.2. ,) T 11- 1....::.'.) .~ :' \) _1- o 1...... \) L ;..... \ ,) 12.u 1__ U 1 , i'" 1."_ ; 1_. l '1 _ ) i..... ') 1";::. 'J ! ~.' 1...... l_' 1.... ~ 1 _. 1...... J " ...,_ 1 AUJ Ub 1 f'"1t.NT ~ HL fUi-~S GFADE H' , HDJ I-T b bUt::ES f-'Ht- ;:"'~L '~, ~ ::.-.' ,- , , )-'1(- - ; - - " " ( '. J ( ) Y , f-j Nm NO :'~ m :~ n 1 '. .... EB ,', ,)u "- (it , ,,' 0 ( , -' ::'1 , :::'.' I'i c, . . , " , . ,". -- , ItJ t. 0 uO c 1)\) r-,~ ,) <) , , '-!i) ~:!( ) ..~ d ..:;. '"~, . ...! . . , ..-- . Nt?, " f)U e~ OiJ t., l) '- . u. 7'U ;:'ll) n 'C b ~. - ::is o. ( )'.) -, uu i\~ () 0 u. "":o'\w ) '::rO d d .' ....! . .....--..i . '..:' t:.B Lf lH ~:T F'D LT lH F:T F'D \J~8 F'H-1 :( SUoNAL til::.T I-H-3 f-H-4 .( X X Nt:< L I' 'fH ~' I' I-u c.1 '1,.., ~ I' i....T!~Lt:. L.t:.H..5!H :::: ''iu. U t--1-(./. 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INTER::iECTluN..ULD ~U, rUN!~UN~RE~S AREA TfPE.....DTHER ANALfST.......::iMP DA'T~..........6/'20/88 rIME..........ly~9 AV~~AbE ANNUAL COMMENT.......b4~~AW WITH P~UJECl \,.-JULUl"l!::.:3 1'Jt;.Ui - , r:Y EB wB PJ1::1 c. Ei:< If)!:" i\J'.-: ~ .., .....'r: L T ,~~82 c' 1 4; ',=1 1 1 1 L 1 , u L L , , L 1 ,- - - ,~ TH 1 w .:~ 1 ::: 1 1 ::O~j 1 1 ~' T 1 u 1 1 , , L. 1 , '-"-' "' ., - ," ~. ,. .- F:T 1 ' , 1 1 5 ....'.:,1 ";'''':'' 1 h;~ 1 "' U I !.:: , ;) L . , , - - .....'.- . " - - .. PF' <) 0 , -' ( .. , 1 ..: . l) 1 .- . , Ti- 1 , , l . 12 . <) 1 "' , -' , ,~ , - , , 1 ~ 0 1 - , .. " 1 ,- , - - AuJUSTMEN I ~HL TCJr~ I~F:HDt::: HI) HD,) f"f I':; BU:::i!:::.S !-'HF r't::.u:j (I. ) ('/. ) y IN Nm ~m EEl O. uO 5. 1)() r.~ I) t) U. '--0 ''::[ , , WB O. i)(i ~' 0\) i', .. , 0 u. 9U =;1 , oJ. <, ~m r) . l)(> 5. Oi) N i) 0 , -' . 'of!) =:U 58 , =!. i)U ~ (Jl) ~j < .. , <.' , , 9u ~;') .J , EB LT IH RT F'D U I'H RT ~'D F'H-l X SIGNAL SETTIN~::: PH-:'; PH-4 X Ni:< LT X fH ~, F r r'l) L.. 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"'-"--" TR O. 674 o. =.;75 1 , t b . . 58 L (l 559 (i ....~.7,: lb. '" ': 1 ::::. c' L . ...;, ,,J TR o. 71 4 u. =:1)8 1::. . L -------------------------------------------------------------------------- I t'HE:RSE:CT I U~;: Delav = 2~.(1 (sec:ve~) v' C := 1_'. 'c:'4'-' L'...:::, == L' 1985 HCM: SIGNALIZED INTERSECTIUNS SUMMAF:Y REROF:T ........................,...........,.....,.............,................. INTERSECTION..uLD BOYNTON/WINCHESTER AREA TYRE.....OTHER ANALYST.......JG8 DATE..........6/20/88 TI ME. . . . . . . . . . 1988 F'EAf: SEASON COMMENT.......B588R VOLUMES GEUME IkY EB ~oJB NB 58 EB Wt:< ~I ,.. C. I.~ ,-,,'.. LT ~q 130 9B 70 L 12. (> L 12. r) , , , L I " U -' . ~ -l. ...... ~ ,. TH 426 671 158 94 1 1 ", (J 1 1 ~. () T L. !) '1 1 ~, , F:T 150 1:.,-.-, Oel TR 1 ., 0 IF: 1'"') 0 ~: , ~) I ;.-' 1 ~.~ . U ..1. ,~ - - " ~. RF' 0 () {) () 12. I) L.. (i 1 ~. i , 1 ,- . , I) U 1.2. \) " ' J 1....: . ,J ....,..,.. 12. 0 Le. i) 1~, I 1 -,;~ ~ ! AIJdUb r'Mt:.N I rf4L TLk:S '.oF:ADE f-I~) f4}j,j ~'r:.!.j 1::Ubl::.~ I-'Hf- t-'!:.:L \::i f-'t:.L'. :jL; i l-i!- :- .. .. (I.) C'.) 'r /N Nm P1b 'r , i..j m _~ n t::B (I. 1)1.) ~ O(~l I'~ U i , ,). <--\) ':;U 1 . ., .....i. .,-..... , .. loB o. r)(1 ~. OC) N 0 0 (). 9U ~ ) f' ~ - .. -'. "H:i ....... .. ~113 o. (>(l ~. uu N U () u. ~r-, :::.. , " . oj '-'. .,-.," 5B , , 00 :-.1. 00 N 0 U i. 9u o. f'l t: . .....-- -------------------------------------------------------------------------- EB LT . IH RT PO We. LT . IH RT PD F'H-l :x. eH-.2 X X :x. S I C:Jr'~HL be. TT I PH.:Jb I-'H- ,!. F'H-4 I..... -f '_: L~ t. L.. ~:. :,.': r-< _~ c...' . ., :x. X- X :x. N", LI' !H rl f-'O 5b LT IH f-n f-'O ~H-l ~H-_ -4-.+ X, ;, ;, ): :\. X 'j. -------------------------------------------------------------------------- U:.VI:::L UF ':::.t::.F~l../ I c..:t:: LANE GRF'. v/e G/C !jl:::Un l.US Hr'f- . Ut:.LHY H,--F' 4 t_L~ EB L u.045 o. 6UO 0;:.' 6 8 1'-'. 1 t< ...!. TR o. 4'":7'7 o. 467 1 (). 4 b WB L o. 045 O. b(l() C" , B IU. 4 .t3 ~. ,~ TR o. c:.......~ o. 467 1 1 " b ;:J..::...J NB L 0.090 u. 267 lB. " C 1d. 7 C 1 o. 5uO O.2(J(J 21 ~ C . '-' P u. 219 o. - - .. 14. i) 8 5B L O. 090 0.267 11::l. 9 C 1 ~ L ' '. - TP o. 220 o. ..dUU 1'7. :) C -------------------------------------------------------------------------- I NTEF:SECT I ON: Delav = 12.6 \sec/veh) I/'C; :: U.4_,;::3 LL:d :: d 1985 HCM: SIGNALIZED INTERSECTIONS SUMMAF:Y REPOR f *..*...................._______..___.__._.__*.._.__.*__*..*1.............. INTERSECTION..OLD BOYNTON/WINCHESTER AREA TYPE.....OTHEP ANALYST.......JGB DATE..........6/2u/88 TIME..........1988 AVERAGE ANNUAL COMMENT.......B588A --------------------------------------------------------------------~----- VOLUMES bt::UMt. IkY EB WB NB SB E:.B WI:< I'I.\:< !::: , , LT ',<;> L:6 97 '70 L 1.2. i) L 1 ':' , J L L:. J '- 1 ..~ " , ) TH 4(!9 645 157 94 'T 12. r) T L;,. U 'I , , , ..... , , , .-. F:f 146 &:'", 96 '~"-' T~: 12. ~) I i"": 12. ) ....; l~u -' , ~, L .c..u , ,. J ..J. , RF 0 0 0 ') 1 -;. {) 1~. , L. u ~. , 1 "} U 1 , , ) .;. -h. ~ , , , ...." 1 '".' U L;,. '-' 1 ...:.. , , ,.... ADJUb rt'Jt:.f'< r rAL 1 Ub'~ C,if':ADE H'-.j ADJ l-'t:.G I:<Ubt:.':o r-'Ht= f-'i::.L''::j 1-- ~_ , ,.~; , i ,_~ r- .. ~ ,.. (I.) 0:) y /t'~ Nm ~m Y 1f'1 n';. r; , EB u. uo 5. uO 1\1 u u u. .~u :::ru '; .,--- j .~, W8 O. 00 ~: 00 N 0 0 O. 9u 5u h ~, ~. ":"_-'. ,~ N8 O. 00 1;;.- 00 N (> U U. "10 ':;',1) , ,~ ", ::I ..J. S8 O. 00 5. 00 N 0 , , , o. 9u 5u N ~-- b E8 F'H-1 X SIGr'~AL SETTINGb F'H- 3 PH-4 PH-2 X X X LT TH RT F'D LT fH RT F'D NI:< LT IH PT FD St' LT TH PT F'D \~8 X X X X LE'/EL UF bEf-:V I I..;E LANE GRF. vie G/C DELAy LUb E8 L (). 045 O. 6UO ..:;.- 6 I:< ..J. TR O. 412 (! . 467 1 u. .. B - WB L O. 045 u. bOO .~. b 8 TR O.5u6 O. 467 1 1. (! B NB L O. 090 o. 26'7 Id. e; C T o. 4Q7 o. 2uu 21 5 C , , . F: o. 215 . ..... '~r ,.... 1. 'I J:I !). ..).":;,.":;, ":;'. S8 L o. (91) o. 267 Id. 9 L IF: u. 220 o. 2uu 1";'. ::, C LYL;Ll::.. L.t'_:"jJ":T! H == '--:-'!.' . \~, f'H-1 X 1-'1-1-2- x X i-'H-.:: r !'1-l.~ ,<. X x X X Af~'r:'. LTt-~LH i lU.U ~,;..' ~M. L~ '_1:= I:< 1 u. .~~ .1:.:1 1 d. / I~ 1~'. '" L INTEF:bECfION: Delay == 12.~ (sec/~eh) -------------------------------------------------------------------------- !_L:.:::i == .b V,C == u.4.:.l 1985 HCM: SIGNALIZED INTERSECTIONS SUMMAF:Y F:EF'ORT ***..*.**................*..........,.....,..,............***.*........... INTERSECTION..uLD BOYNTON/WINCHESTER AREA TYPE.....OTHER ANALYST.......JGB DATE..........6/21)/88 TIME..........1989 PEA~ BEASON COMMENT.......8589P -------------------------------------------------------------------------- LT TH F:T RR E8 206 454 1S::::' o '.'OLU~lES ~'JB N B 139 141 T2,3 142 1(1.,2 lU::;' o (1 bl::.Uf~!!::. I ~-( t'h:' Be: L6 1:.1.:.1 ~~, ~~J Co 1 .-\ ,) , r" , ,- 1 ':' (> l' () 1"} U l..;...U L~. u L:.() , ~ " , .I..... 1 .,;~ i I L 'r T II"': l~.u 2f)6 1.....( L.... ) - L .... ~ '.) ,- , f- 1..2,') ,..,' 1",-. \) 1;;.' ...it) o J...;::.I_' ], "_.' .~ ...... ,_I 1'-'... ;_, ..~. I i , .I. ~_ . , , .-. ADJ U::iTf1k:oN r rACTUr'::' GF:ADE H'. , ADJ f"f"G I:<u 5 f:. ':3 ~'Hf-M ~'!::.L":::i !-'t:.u. J=:U I . I-il-"r. . 1 , .-'.... (I.) (~~ ) y ;r'~ ~jm ~m Y fr'j ml n ., EB t). 00 5. 00 N 0 (> (1. y() ':IU "; :,;..,) . '::1 ., -' W8 o. 00 5. 00 N 0 <) u. 9u :)U f-,I r.":', : ~ . - - ~m o. i.\() 1;;." Ot) N (> 0 u. 90 ~u N ..:.::.. ~~ c_ ".J. 58 o. 00 ~ 00 N (1 '.' o. 9u ~:i) N r', ~ CJ. - E8 LT TH RT F'D LT TH RT PD WE PH-l X SIGNAL SETTIMSS F'H-3 PH-4 f-~-I.+ [. 't CLI::. Lt::i'~I..: i H = "-'i '. !) F'H-2 X X X f"H-l :' r'!-j-.2 ~''-!- :. NI:< LT TH HT F'[) 51:< L.T TH HT r'[) " ~ X X X X X X x X X LE'/k:oL uF ::If:.F:V I CE LANE 5RP. V/C G/C Dk:oLAY LUS Hr'~'. Dt:.LH1 f..u-l-'. LU'.c EB L o. 032 o. 578 6. c', 1:< 12. 1 1:< "' TR o. ~5:3:9 0.:389 14. 0 b wB L u. 0'3:2 t) . :57'8 6. 2 B : .> -1 1:< ....,;.,. T o. 626 (!. 38'1 14. 9 8 R o. 145 o. 1.;""\'" 7 .2 B ...J,,-~ . . NB L o. 045 0.289 1 / . 5 l., 1 (":' . 1 L T o. 578 o. It:s6 ..24. 7 I' R o. ") "7r , o. 344 1 6 b ..0-"- _, -' . SB L 0.1)45 0. 2::J9 1 ,., ~3 C .:1 . 1 C TR 0.578 o. 156 '").: b C .....-, . -------------------------------------------------------------------------- INTERSECTION: Delav = 14.9 (sec/veh) V/C = U.3L,-''7' Uk = J:: 1985 HCM: SIGNALIZED INTER~ECTIUNS SUMMARY F~EF'ORT ******************************",*",."",.,.."......,..,............... INTERSECTION..ULD 80YNTUN/WINCHE~TER AREA TYPE.....UTHER ANALYST.......JG8 DATE..........6/20/88 TIME..........1989 PEAK SEASON COMMENT.......B589PW WITH PRuJECT -----------------------------------------------------------------.--------- \.'ULU~lES '..:;:;!:'-Uf"!t:. , ~,' Y , E8 W8 r-H:: 5B Eb Wb I'JL" '. :.~ LT 2-':::~'2 1 -:~...::> 150 141 L 1.2. U L l~. 'J L. , , , 1 ~. \ , "~. .' . TH 454 "7'~'~7 155 2 ".3 (! T I" rJ T 1~. l) '1 1 ~'- . , ,. : ...... ~ , -', F~T 1 i:::"':!" 1 1 1 1 (....'~ 61 T F: 1.2. (.' r \ , '.) r' L.~. , , I '. 1 ... , ) <-J'_' "~. RF: <) (' 0 0 1 ~. (! f- 1~. 1) 1 ~. () 1 ... \) 1.2. l) , ' I) 1....:. ~) " ' U ..\...;.,. .~ _e.. . 1::. I) 1:.:. c) 1 ~. , ) 1 --. , , f~F:I:4DE (%) ADJUbTM~r~T' f~LTU~:~ ADJ P~~G BUSES PHF ~'~D~ Y/r~ Nm Nb H\J C() EB o. (JO 0.00 O. ()O 0.00 5.00 5.00 5.00 5.00 N N o o o o o r) I.) U.Ur) (; <:;:'1:.< O.~O 0.9/) W8 l.j8 58 r.J rl u EP F'H-l X SIGNHL 5ETTIM,,~ F'H-,} F'H-4 F'H-2 X ~ X LT TH RT F'D LT TH RT F'D Nb L I" TH f':r I-D 5b Li IH r:T 1-'0 W8 x x X X LEVC:L uF SEI-~\j I LE LANE GRP. vie G/C DELHY LU::; E8 L o. 101 o. :5"78 :'J. Cj 8 TR (J. 5:::;:9 o. ~589 14. 0 B W8 L u.032 o. 5"78 6. 2 i:J T o. 6:,n o. 3~9 1:) . <) B R 0. 158 0.5:.::2 7. 2 ,01 N8 L 0.045 o. 2t::l'7 1 ;; . 5 C T o. 631 o. 156 '-\1:::" 7 j) ..:,;....;. R o. "":>....\~. o. :::44 1.3, . 6 B ..:....:...-, '38 L 0.045 o. 289 17. ~ C TR o. 642 o. 156 24. 6 C I NTEF:SECT I ON: Delav = 15.2 (sec!veh) ',//L ::::: (*!. 4~! LhU:::, ::::: L r'~j,,;. =:i...,'. :-,~;~ -'\....- ,-- y, r-~ m::.!, T ':.u "~ , ' ....._.. -oJ 5'.) ,.. I;:; ,,' " so ,.j ,..;. ~;!) f.j C '7 Lt.-I::. Lt:.r'~L-.,! H ::::: I~. "\.' r:'I-j-l X ,'H- , I- '-1--'4 ~';"4_.,- x x ^ x .:t., ~ x HH". lJt:.LH Y /...;oi'-l-'. LU~ l":.'J D 1..2.'-1 d 11.:'.6 L ...:::2.4 c 1985 HCM: SIbNALIZED INT~R~~CT10NS SUMMARY REPORT **********..........**.****...................."..,.,".I..t..~**.*.~.... INTERSECTION..OLD BOYNTON/WINCHESTER AREA TYPE.....OTH~R ANALYST.......JGB DATE..........6/20/88 TIME..........1989 AVERAGE ANNUAL COMMENT.......B589A -------------------------------------------------------------------------- VOLUMES bl::.Ur"il::. I kY EE WE NB 5B EB W1:< N.t:: br: LT :206 134 140 1,S6 L 12. (> L 1',' ,.> L 1.2. '.> L 1.'" . ,) TH 434 702 142 2U6 T Lo. () T 1.2. 0 T lk. '-' T 1 k. t, RT 1 c=; 1 102 102 C' IF: 1.2. 0 r 1 ':... l) M ".' 'J , r 1..2. <) .- . J'" ,L..:..... RR 0 0 0 0 12. 0 R Le. 0 L:. u 1~. " 12. (> 1 '") 0 1.::. <) 12. U 1 ..., ') 1 '} 0 Lo. U 1 ~.. I) k. -------------------------------------------------------------------------- AD.JUSTMENT FACTURS GFADE HV ADJ F'f.G 1:<U~ES PHF ;-'EuS }-'!::.u. J::{U r. Hr.:i- ri-'i::. (X) CO Y/N Nm Nb y ;r'~ mln -r EB o. 00 5.00 N 0 0 u. ''i(> ~10 N ...:.,_1 J .. WB o. 00 ~ 00 N 0 0 (). 9<) =-:\_,' t'j ::( c' J. . - N8 O.{)O c 00 N t) U 0. '7'U ':"U ~ ~J .~, .J. -- SE o. 00 =,.00 N 0 (I o. 9U ~i\..) N k -. k: - -----------------------------------------------------------------------.--- EB LT TH FT F'D WB LT TH RT PD F'H-1 X F'H-.2 X X X SIGNAL S~TTJN~o F'H-3 F'H-4 X X X X Nb LI IH kl ;"0 Sb Ll IH hi ;-' j) L;" LL.t:. Lr:.:'~'':' H = _'1., U ~'r:-l ,- .-1- ,:' i- 1-1-'4 X ;. ,X ,A x X x X, -------------------------------------------------------------------------- LEV~L OF ",E;';'/II"';I:: LANE GRF'. V/C G/C Dt:.LAY LlJo Hl-'~' IA::LA'" ~.:jf'" 1-' . Lu::: " . EE L 0.032 o. 578 b. 2 B 1 1 . -1 .f=.{ TR 0.520 o. ~,89 1 , 9 b ...:'. WE L o. {):32 o. 57::3 Ol. , B 1 :-.' 7 1:< "' T (l.bOU 0.38<7' 14. 6 B R o. 145 0. c::::.."..... '7 2 B \.J"::'''::' , . NB L o. 045 o. 289 1 ''"1 ~ C 1'-:-'. 1 L ' . ...... T 0. 578 o. 156 24. 7 C R u. 221 o. 344 l' 6 B '':;'. S8 L 0.045 0.289 1"7 L::;' C ...:1 7 c ' .J . TR 0.578 o. 1=i6 r")':r 8 C .. -'. -------------------------------------------------------------------------- INTERSECTION: Delav = 14.8 (sec/veh) v/c == u. ::c:/ LU~ == F. 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ..*.*....*..........*.....*..*..*..**..........**.*......111*1..........,. INTERSECTION..OLD BOYNTON/WINCHESTER AREA TYPE.....OTHER ANALYST.......JGB DATE..........6/20/88 TIME..........1989 AVERAGE ANNU~L COMMENT.......B589AW WITH PROJECT I/OLUMES bEuMETRY EB WB NB 5E EB WIO r',jlO '-_ '-I.!...' LT ,-:""'" 1,34 149 141 L 1 .~ 0 L 1....' \) L ' ' ,) , , ' ') ..;;....;'..::. .l.~. c. ....:.... TH 434 706 155 230 T 12.0 T 1'" 0 T L:. '-' , U .I.";". F:T 151 1 1 1 102 61 Tf': 1",' '-' f 1..2. u ~ Le. ,) , ~;: ' .' i) .~ ..:... . RR <) 0 (l (; 1.2.0 '" L:. '-' l....:.U 1_. '.' t ""1 '-' 1..2. '-' , '-' ' .. '-' .l....:.. .~ .~~ . 1'-' 0 1~. (J l~. U L:.. U ~. ADJUt; iMt.N r F:~L.;TO~ " GR~DE HV ~DJ F'f',.I3 t<Ut;CS ~'HF F'I::.U'~ j-'t:.l...I. dU i . !-11-.'i-o,. "(I-t:, (i~ ) (;:) y /t-J ~,m NO '(IN rn':':l EB l) . 00 5.00 N 0 U u. Yo ~l) ..j .;..'J. ~ .;, WB Cla ou ::1.00 N 0 '-' o. 9i) ::.'U I\~ " ~ '- '- N8 t).OO 5. 00 f, '-' '-' I) . '7() :':"..1 '" ~- :J .;. SB 0.00 ~ 00 N 0 0 (). 9'_\ SU r'j - .-1. -- ~ -------------------------------------------------------------------------- EB PH-l X PH-2 X X X SIGNAL Et.riINI:;t; f"H-3 f"H-4 i-r-j-4 WB LT TH RT PD LT TH RT F'D X X X X NIO L r iH RT ~'U t;,1O L r TH hf F'D Hi-l X 1....... i I.....Lt:. L:::.:'.il= ~ ~ =: r'H-~ ....'f-1- ;'(. )( x. '-' ,~ ., L.' X " ~ '.\ -------------------------------------------------------------------------- LE'/E:.L OF oER\' I L.;E LANE GRP. VIC G/C DELA', LOS A~'P. DELi.'" ~i,...'I-'. L!.Jb EE L o. 058 0.578 6. - E 1 1 . " 1:< TR o. 520 0.389 13. 9 b WE L 0.032 o. 578 ,~. , B 1:2. 7 t< ~ T 0.603 o. 389 14. 7 b R o. 158 O. 1::::""''"\ 7 , 8 ..J.......:.. . ~ NE L o. 045 o. 289 17. 5 C 1'-;- . 7 L T o. 6~".l u. 156 rlk.:.* 7 D "::'...J. R o. 221 0.::::44 1 -' . 6 b 38 L 0.045 o. 2<;9 1 I 5 C .,.') 4 L . ,,;.,...... TR o. 642 o. 156 2'+. 6 L -------------------------------------------------------------------------- INTERSECTION: Dela\/ = l::':i.l (s.eC!veii) Vle = U.4.l_.'t.: Lu,::; == L. 1985 HCM: SIGNALIZED INTERSECTIuN6 SUMMARY R'EF'ORT *********************************************************************.t~t~ INTERSECTION..OLD BOYNTON/MILITARY TRAIL AREA TYPE.....OTHER ANALYST.......JGB DATE..........6/20/88 TIME..........1988 PEAK SEASON COMMENT.......E688P VOLUMES 1..:lt:ur'lEI RY EB WE NB 58 EB Wb r',It:' to ~ LT (l 20.:::; 0 165 1 "} ''> L 1~. i) r L:'. " l L 1"":. , l TH 0 0 s-'18 ~wo 1 '-, r) R L:. 1 l Tr' L':. !) I 1 I' _' ,'...I -. .' F:T 0 27~ 21 -, 0 1 ") u 12. u L: . '.) f' 1 _.~ a I l Rf~ 0 0 U 0 L':. U 1". u 1 ,. . U 1 .. . , 12. u L':. U 1 ..;... , I 1..': . " L:. () 1 ~. U 1 .:... U l~ I !4lJJU::iI~It:N " F AC'TUr";:j , GF:ADE HV ADJ F'f'.G bUSES r'HF 1-'t.U':=i j-'t=.U. dU ! . I........ ~ . 1-':;:, (%) 0: ) Y .' r'~ Nm M) Y IN 111:~ n I EB o. 00 ~ UO N '.) 0 u. '-I\) ~:U !\~ :> ..J. --. .;, WB 0.00 ~. 00 N 0 U (j. !.;?U ~)I__' r'.~ L' -.!. --. w . ~m t). 00 ~ U(l N U 0 u. '-,it) '-;>,) 1 1 1 -.!. C' .. SB o. Ou 5. 00 ~, 0 '-' o. 9u ::'1\.1 h ; " . '- . F'H-l PH-2 S I GNi'lL St: TT I I'H" 0, F'H-j PH-4 L '~L~t:. L.::::.:'-ji:: i H :::;: """',1_1 i-'H-l r"l"i-.": ~"-j- ,~". ~ !-f-/~~ EB LT TH In F'D WB I.T TH In PO x Nb U' TI-I I'd F'O b8 L'r '11-1 R r P'j) x: , x x: x x x -------------------------------------------------------------------------- GRP. V/C 0.641 u.661 (J.~oO U.6U9 U.192 LEVeL OF ~ERVICE ut:LAY LOS ol8 LANE L R TF: L T G/C 0.211 C'.311 O.5~q U.6l:j"i 0.6:::19 ,")"-,. :~ ..:.. / . -' Ar'r'. !..:~-LH' ...:2.d (-ii-I-. L;..-'=, :~ ') "-'. ..;., j) C d l::: ~. l"'; N8 58 1'1.4 OJ.::; 1'-'. 1 :~.::. =, --',..;.. .d C ------------------------------------------------------------------~-------- INTEF:::iECT Im~: Delav = 1u.7 tsec/veh) \/:!.: ::;::: ;)."..:..:::i ~__.::; = .::i 1985 HCM: SIGNALIZED INTERSECTION~ SUMMAF: Y F:EF'OR T .............*1...................*._.*__..*..*......-*'***'*f**l1~*tt...t INTERSECTION..OLD BOYNTON/MILITARY TRAIL AREA TYPE.....DTHER ANALYST.......JGB DATE..........6/20!88 TIME..........1988 AVERAGE ANNUAL COMMENT.......B688A -------------------------------------------------------------------------- '/OLUMES I.:Ji::UI"lE I "y E8 ~"8 NB C::L.J <:'8 VJb f-.ir.7 ~,j:.7 ~~, LT \) 205 0 16~3 1':. u L 1.2 I C , \ ., . U '. .~ TH (l 0 894 :'87 1" 0 c. 1 -.:... '} I ~ . ~. , .,-" " F: f 0 ..,-,. 1 '")1'-,!, 0 1 '".' U 1 .2. u I , I ..;;., ~""._, ~. RP u () 0 (! 1 0 1 , .' 1 ~. , .' , ~. ~. ~. 1 '-' ' ' , l~. ) ....,;.. , I ,-. J......... 1~. u L.:. " 1 .. . ,) 1 ~. , -------------------------------------------------------------------------- ADJU::' !'t1t;;r'< I f-AL.;TUj-o'~ GF:ADE H\J AD,] F'KG JjuSE':3 I-'HF f-'I::.U-:::- ,'I::.L}. .-" , I !-1r ; ~!=. ('/.) ( ~!. ) Y IN Nm Mo Y ! r'J fTn n " , EB o. 00 5. (J(> N 0 t) o. '-It) :j\) "j --. '" - W8 {J. 00 ~' OU N (I (J u. 9u 5u t'J - ~ . ",,-.""" -' NB o. 00 ~ 00 r'~ (l '-' o. 9{) ':Ii) "') ! 1 c' ....;. - 5B o. 00 ~, 00 ~.~ (, 0 o. 9f) 5(.1 N 1 l ~. . - -------------------------------------------------------------------------- F'H-2 SIGNAL SETTINGS F'H- J PH-4 L 'f LLI::. Lt"_!'.1t::-, H = .....",1_1 F'H-l t"H-l !-'H-'; !-'y-..;, 1->-1-4 x NJ:: L r TH kf t"O 58 LI it-! hi F-U 'J , X EB LT TH RT P'D. WB LT TH RT F'D x x X x , -------------------------------------------------------------------------- Lt:::\/I:::.L UF ~EF:V ]1';", LANE GkF-'. V/C 5/C Di::LAy Lus AI-'!-'. L't.LH ~- Hr-j-'. LI_..;'- WB L 0.647 o. 21 1 -)7 S L) ....::..::. :; t..: ~. . k 0.649 o. 'J 1 1 1'7. ~) L NB TR o. 64:J o. 589 ,=i. :~ t:< :J. ...:' .tj. - 58 L o. 41:l6 o. 6,,9 6. 8 10 4, .: H f (i. 187 u. 6,,'7 <<, A -' . .: -------------------------------------------------------------------------- I NTEF:5ECT I ON: Delav = lu.4 (sec/veh) vie:::: U.6'-"-7 L ::::j :::: t:I 1985 HCM: SIGNALIZED INfERSECTIONS SUMMARY REPORf 1111**.'*"*"*""***""*"""'*'*"""""*"""*****'*'**'*"'~I~" INTERSECTION..ULD ~OYNTON/MiLITARf I~AIL AREA TYPE.....OTHER ANALyST...... .JGB DATE..........6/20/B8 fIME..........1989 PEAK SEASON COMMENT.......B68~P -------------------------------------------------------------------------- VOLUMES bi::.ur'll::. I kY E8 WB NB S8 teB l~b r\i:;: " .. LT 0 2"7.3 !) r)i::";:' L2. 0 L 1.',' u r "r .' ,) L.. 1 .0..::. " ) .......J.... TH <) (I lU47 468 1 r.) 0 f': L.:. () "[ r L':. U 1 -- ~ , I F:T 0 .366 286 0 12. 0 1 ", u , , , L':. , ) .j.";'. . RR 0 0 0 0 1 2. 0 L.: . 0 1 -. () L.: , 1:.2. 0 1:2. U 1.2. u 1 .2. '.) 12. 0 12. 0 L.:. '. , 1 -. , . , ADJOSTMc.NI f- AI..;'T UkS GRADE H') AD,] 1='KI.5 BUsES f-'HF i-'t:L'S t-l:U. '--"- r 1-.:;:-1- , :--'1-- CO C;) Y /r\l ~~m NO 't ! 1'1 1111 n '! EB l). l)O ~ , h) N () 0 " '70 ':..(J !'.j =l '.J. '." .0- ~'- . ,. WB O. (l(J ~, Ou ~1 0 (J o. 9U :=,;.._\ 1'1 t: ~. --. ~m o. 00 j.",. ou N t) () (\ '7'(_1 ::.r'J ;',1 1 1 .~, .~, ~. . S8 o. uO ~ 00 N (I '-' ( .'. qi , ~:(', t'! 1 ~. .. .. F'H-l ~'H-.2 S I l=r"~f~L be. 'J "i I f',lb.::;; f-'H-.c C='H-4 L ; i_;~~ L~~:'~'=:!-' ::::: w, .~) F'H-l r-'~-.~ :-'~- ,'-t-.+ EB l_T fH RT PD WB LT TH RT F'D x Nb Li IH f': T ~'D SI:' LI !H kl 1-0 >( " x, >( ,', >( x GRF'. tj/C G/C LEV~L uF 6~HVIL~ Dc.LA'i Lu" 3.4.6 D 1/. 1 C 16.8 C 1.5. 1 b :3.6 A A~~. ik.LH' _4.6 Hr- -'. L~!:= WB LANE L R TR L T ').819 (J. 7(J 1 0.896 0.2:22 I~ u. -::;:i::::9 NB SB 0.7:24 0.2:30 0.511 0.678 0.678 1:'.8 c::.d C I: I NTEF:SECT I ON: Delav = 15.9 (sec/veh) vie = 0.9"+6 LU:::j = t.; 1985 HCM: SIGNALIZED INTEkSECTIUNS SUMMAR Y F:EF'OR f ************...*.*****..*******...........,......,,**,,_..t*..**.t_.,.,.._ INTERSECTION..uLD ~OYNTUN/MIL[rAkY rkAIL AREA TYPE.....OTHER ANALyST.......JGB DATE..........6/20/88 fIME..........1989 PEAK SEASON COMMENT.......B689PW WITH PRUJECT -------------------------------------------------------------------------- '/OLUMES bI::.UI1l::."j kY EB l~B NB SB E:.8 W~ t'.~ i:: ~-:; LT (J 284 0 26X 1 .") U L L'::. , , r L:.':. " } L l.~~ . u TH 0 (I 1047 468 1" 0 F' 1 ~. () T~ 1 -. , .' .! 1 ~ F:T 0 381 ....0' () 1-) \) L':. , , , " (.' , > , ) ..:-,.::J ~. .\. ~- . RR 0 (! 0 (1 1 .:' (; I.e. (J L.:, , . ]. -. 1.2. () 12. U .1....... , ) .1,.2. , } '. 12. , , 1 -. !) 1 ~. , , 1 -. \. . -------------------------------------------------------------------------- ?wJUSTr1ENI FriLl Ur~~ GF:ADE H'/ ADJ F'f',G ~USES F'HF r'EU':3 t-'t:.L!. .ijU ! . '-i~-!- i j-'t~ (%) C/. ) y I ~~ ~lin Nt) 'r I r'~ m ~. n EB o. uO ~ 00 N 0 ,.> u. -:,{) ':JU i\~ .. ;j J. --. .. WB o. Ou ~, 0(1 N 0 0 o. Q' ~iU r'-~ r,. , b ~. . I) NB o. 00 5. 00 N 0 u ,) . '-/U -,} . } ..~ ! 1 " , ,. SB o. (J(I ~ OU N 0 U O. q{) 5u r', , , -'. . .. . -------------------------------------------------------------------------- f"H-l F'H-2 S I Gr~AL !:: E IT lr'ilo= r'~-:' r-'H-4 L ; :_,~_.;:::. ~_':::. r'-i-.l '.. :-1 ... :.~ EB , .r 1.- ; ~'~b fH RT F'D WB LT TH RT F'D x Slj , , ~ , IH Rf , rU Ll x X ,H X ~ F I r'U x L~V~L uF ~~~VIL~ LANE GRF'. '1IC G/L DELAY LUS Arr-'. U::::.i_H , Hr-~ I ,,_ . .....-., WB L o. 85.2 o. 222 :"7 .;.:. U -" , ;) '-' , . ~ R o. T":n o. :;.C!9 1 " 9 L NB TF: o. '.:;>0:3 '-' 51 1 17 3 C 1"7. .::: C 88 L 0 780 o. 678 16 ~ C 0'. 1 b -' T o. 230 \) . 678 .,;.. 6 (4 [NTEF:SECTI ON: Delav = 16.9 (see/ven) ',/./ C ::::: u. '7 /.~ LU.:::i := C 1985 HCM: SIGNHLIZED INTER5ECTIUN5 SUMMARY REF'URT """..,...,..................................**........**.*...*....~.l.. INTERSECTION..OLD BOYNTUN/MILITARY IRAIL AREA TYF'E.....OTHER ANALYST.......JGB DATE..........6/20;88 TIME..........1989 AVERAGE ANNUAL COMMENT.......B689A '/OLUMES LJt:.ulvlE I RY EB ~"B NB 88 EB l'J!:', [\lc: ~b LT 0 269 0 ,--,1;;.- 1 1:2. 0 L 1 ' .) 1- 1.2. u i_ 1.':': . U TH 0 0 00' 4~-'\ 1:2. 0 f' 1 ,m, U r h' L.:.. , , -f 1 " , .'C' -'''':'' ~. -' F:T 0 ~,61 -,,-,,,, I.) 1.2. () 12. ,) 1...". , , I" 1.2. U .........J.,;.. RR 0 0 0 I) 12. u 12. <) 1 ';. U ; () .~. 1 r} () 12. () 1'-:\ 0 12. () 12. 0 12. '-' 1'" U L.:.. U ~. ADJUBTMt.NT f'ALTUh'5 GRADE H~./ AUJ F'f'.G J:;UBES !-'HF r'I::.IJ'::) !-'t:.O. .tju I H~_r,. , , ~t. ('I.) nJ Y ,,, Nm i"'~!J y , ~, flU n , E8 o. 00 ~- 00 N u , ) '-:1',_ I 2iJ 1'1 ;, "'. - "'-..... - WB o. OU c, 00 N 0 U \j. 9u ~ r.t t; .:. -'. ~,- f'--JB Cl. 00 5. 00 i"-J '-' U , , '..JU > 'J l. 1 " -- - .. B8 o. ou ;:.:. 00 t., () '-' '.' 91 , ~:() r'~ 1 C .:. F'H-l F'H-2 SIGr'.Jt-:1L bl:: r.r lNbb F'H- S f"H-4 L) LL_1::. ~_:::. ';'_7:! '""' -. ~~-l -~- _.~-~ EB LT TH f"T F'D WB LT TH RT F'D x Nt: L r IH hi fo't) S.t:;{ LT TH hi f"D x x x x ,X ;t. x -------------------------------------------------------------------------- LANE GRP. '!Ie G/C W8 L o. 807 o. :222 R o. 691 o. 389 NB TR 0.860 o. 51 1 SB L 0.716 o. 678 T o. :222 o. 678 LEVEL OF bEP'.IICE DELAY l_OS 33..7 I)' 16.9 C Pl-'l-'. DI::.LHY ~4. 1 Hr-!-' ~ L:_::, r' 1'== '.,'" L2.7 ~3. 6 C 8 A 1....~ , ....--...:.. 6.: L E7 -------------------------------------------------------------------------- I NTEf':<:iECT I uN: Delav = 15.0 (sec/veh) VIe; = O.,-:il'.7 L..,L'::::, = tj 1985 HCM: SIbNALIZEU INfERSECTION~ SUl'mAP~Y P:EP'OR T ...*******************************.***.***************************11****** INTERSECTION..OLD 80YNTON!MILITAR/IRA1L AREA TVPE.....OTHER ANAL/.ST...... .JGB DATE..........6/2()/8~ TIME..........1989 AVEPAbE ANNUAL COMMENT.......B6BYAW WITH PHOJECT ~'OLUMES 1_"l::.UI":t:. , ~:'( , EB WB NI::! ~,t: EB Wb " '.., LT 0 :280 0 ~65 1.2. , - , , 1~. u i , '- TH e, 0 996 4=i2 1 U r I.':. () -I r , . ~. J....... P:T (> b )W") I) 1..2. u ]. , .. . , -'. ...:....,"'- '- . - .., m, e) () u <) 1 -, () 1 ...c:. , , , , " ,. 1.2 U "1./ , , 1'" I) 1 ,.- , - , 1. ., I' ~~ ,. L ,~:: . i ) 2. ~., 1_,' "\ ., .J.,..-, _ 1 "':"'} 1 ,_., AjjJU~Tt'It:.N r r HLTt.W:: I:='F:f.4DE H') AD,] r'L!..5 tlU::it:.S r'HF r-'!::. ~_, :::l r- i::.L'. oiL' ,,,:,1-' . . (/.) ((.) 'y' IN Nm t',b 'r .I r) iTn il E8 u. uO 1::.- 00 N U U u. '--rU '::J'.) " d .~, ...i . , ~,- WI::! I) . 00 ~:. (ll) 1', (l (J U. <7") ~:() [-, ":"".0..., t: C 1\18 O. UO t;;;" \)0 11 <) I , t). WU ':JI) '" 1 1 ..J. - ,- ,- BB (I. Of) ~; (I() I'~ 0 t., (, 9r) j;;.'(1 t'l 1 " . '- ~, . P'H-l P'H-;2 SIGNAL SE TT INb=: P'H- 3 r'H-4 L 7 L:L-t. L.,::.:'Jt:: l;~ = '-'H-l f-I-!- 1_1"1- ~ :-t-i~~ EB LT TH RT p'i) WB LT TH RT p'i) N8 I "r ~ , x iH kT Pi) Eb L.T H-l f':l Pi) :( )< :< ~ ;i.. oX x LANE GRF'. V/C G/C W8 L o. 840 o. 7"-,.'''' ............;.. R o. 721) (1. 389 1'48 TF: 0.867 u. ':51 1 SB L (}. ~7'7") o. 678 , ~ T (). ,'),":,",' u. 6?::3 .......:........ LEVEL uP SERVILE Dt:LAV LlJS -=:;6.2 1J 17.6 L 15.'5 C 15.<:'> C 3.6 H Ar'F'. L'!:::.LH i ?-=<r-'f-'. LU~ "::':5..::. j) 1 ~. ~.) 8. () l':: 1:: I NTEF:SEC r I UN: Delav = 15.Y (sec/veh) \}lC := ~).'."';41 Li~..::l = L 1985 HCM: eIGNRLIZED INrEPSECTIUN~ SUMMAPY b:EPOP f *******************1111111*11**11*1*1*111111111*1*111*11*1**'111111111111' INTEPSECTION..80YNTON ~CH/MILITHPY THAlL APEA TVPE.....OTHEP ANRLYST.......JGB DATE..........6/2u/8d fIME..........10d8 PEAK SEASON COMMENT.......B78~P VULUMES EB ~"B Nt< LT 1 16 14::5 37 TH 1"")1;;;"":" 2~'::6 572 ";;'.....1.,,:, RT 38 2r~)8 16:' RF: f) 0 (\ 1....,i:.Ur.....li::. ll-':Y S1:< EB l1Jt=. r,'._ ~_, i.. I"'. 1'-77 L 1 2. , -' L 1 ~ . . ) L , ,- ,., ,. . , . :'::07 T 1.2 '-' '1 1 ~ . ( , 1 .,. , 1 ~ , . ~ 1 h' 12 ( ) ;-~ 1 .c , I-- I , 1 . , , '-' . . .. 0 1 2- '-' 1 (, t- , . r- 1 - , , . ", . ,. ,. I' U " ,-' " ) , " , , .~ . " ". . " ,- . 1 .'') 0 1 .c. U 1 ..:: ( 1 ,... , , ~ . . ADJUS TMt::~n FRCTOR::' GF:ADE HV ADJ Pf':.G t<USES F'HF j- ElY::i I-'c.!..:_ tjU ( . ,...,r- " , f-'I:: (%) (%) V/N Nm Ntl y / r-~ ffil n ! EB o. uO ~ ()(J N 0 0 (). '-II) ijlJ :.j 1 ::l '-'. , . WB o. (ll) c 00 N (.1 <) o. 9u ~;\) r~ ':~ 1 C ~. ,_, .J. ~JB o. 00 5. 00 N 0 0 u. '70 :::JU "j ..;..-:J. d ,. SB o. 00 e 00 N <) " o. 9u 5u ~, "",,,,, I:; OJ. 0' ":"--'. EB F'H-l X 5 I Gt'1RL SETTI NGS PH-3 F'H-4 F'H-2 X. ~ X LT TH RT F'D LT TH RT F'D ~~I:' L. T IH PT F'D St< L.T TH PT r-'[) WB x X X X L 'y !~Lt:. Lt:.r'p:.::: ri = ~., . ~-' r-'H-1 !-'H-.~ i-f--.l- : c-''1'-4 y .' x X X x. X ~ X, -------------------------------------------------------------------------- LEVEL UF ':jEJ-.:VILI=: L.ANE GF:F'. v/e GiC Dt::L.A'I L.US EB L o. u45 o. ",!,r')U) 1 '-~ "I c; -'.......... 1 u. 841:l o. 11:;9 ":"-' . ~ D -' F: o. 169 u. :::~9 1 1 " 8 WB L. o. 04:5 o. 'T'")" 1~. 9 l" -......""- r o. ?~ 1 t). 1':;.." ...:.<..1 . 6 [) R o. '''''8 (i. ,3 l:l '-7 1 ":'. 1 B NB L o. u.::::u u. :::.,.:~ ,:.~ 7 , 0 ".: T o. c-;;:-r, CI. 344 1 Co 1- +-;--1"': ...J. ~' F: o. ""'1:'0 r:l. 47t3 9 1 B -'-'. . 5B L. o. 030 (). ::::44 '7 c; B . .c. T o. 290 (.). 344 13. 9 8 R o. O~U o. 478 El. '0 b ~ r:4t-'r'. u::.LAy .",4. ::1: H.-"r". L!_''= c; 21).4 l. 1. '.'.'~ ,~ 11 . 1 1:: I NTEF:'3ECT I ON: Dela~::;:: 16.7 (see/venl ----------------------------------------------------------------------.---- Li__I'::. ::;:: L ' \.' ./ L ::;:: U. 4 1 ::::: 1985 HCM: SIGNALIZED INTER~ECTIUNS SUMMARY F-:EPORT 1111111111111111111111111111'1111"'1"'111'11'1"1'11'*II~'**"*""""J INTERSECTION..BOYNTON ~CH/M1LITAHY fRAlL AREA TYPE.....OTHER ANALYST.......JGB DATE..........6/20/88 TIME..........1988 AVERAGE ANNUAL COMMENT.......B788A VOLUMES bl::.Llf"il::. I "y EB WB NB 51:; EB W~ r',~ .t3 t;,r:: LT 1 1'< 14 1 '76 1'72 L 12. (l L 1 ,) u L 1...... . ) L Le, U TH 247 23(J 558 :::01 T 1 ..... 0 T U. p 1 ; , , i 1. ,,- , , . -. FT 86 20'3 lb2 50 !": 1:2. l) !": 1..2. U 1- I.':. , r I -. , - ) RF: 0 0 0 ( ,. , 12. <) 1 0 '" 1 () I- I '. -. -. -. 1:2. (l 1~. \) , (~i , " . , ~. . -. 1 C' 0 1~. 0 1 ., . I) 1 .- . i) ADJUSTMENT F-ALTOR~ CSF:ADE HV AD,] !,,'f.G BU~ES F'HF i-'!::'U'::3 t-'l::.D. dU 1 Hr-'!",,<. I _ l....'I_ . ,. ,_ (I.) ( ~.~ ) Y/N Nm Nb Y:N ffiln T EB o. uo ~- 00 N 0 0 (I. ""10 ':.:0 j\~ C' 1 d ,,;. .- WB 0.00 5. 00 N 0 0 o. 90 ~;u r', Ie 1 '- N8 0.00 5. ..)0 N 0 0 o. '7'0 ::J'J r',~ ...... -~ . d .~, 58 o. 00 ~ 00 ~~ (J 0 o. 9u 5u ~, r',~ U ...!. ~' - EB LT TI-I RT F'D WI:; LT TH RT F'D F'I-I-1 X PH-2 X X X SIGNAL SETTHlbS F'H- 3 PH-4 x x x x Nt; LT IH r-...f '"' j) Be L. r Irl hi ,"'j) LyeLl::. LcNb:H = ~1_J.l! Prl-l ~H-~ ~H-3 ~H-4 , " x x x , x x, LEVt:.L uF :::;I::.b~'../ 1 L:i::: LANE GRF'. V/C G/C m::LA Y LUe; At-'f". Ul::..LH'f H.--t-'. !_'-- E8 L o. 045 u. ";r ~......" 1 .;:.. '-j I'::; ,_.) . '" t': "':'L...;: ,,;. T o. 828 o. 189 31 . 9 L' R o. 165 0. ,:'89 1 1 6 tj W8 L (l. 045 o. "':!"'")....., 1:5. 0 L 1. '" "' t_ '-''':'''':'' . T o. 77 1 0. 1.89 ..:8. :j )) R o. 389 o. ::89 1 ... 0 b .-' . NB L o. 0::;'0 o. 544 .., "J ~ 1,3. 4 ~ ~ 1 o. ~;:::8 o. 344 1 ...:; 7 C R o. .....1::'".,- o. 47:3 <;> 1. tj ..;......;...:. . 5B L o. 0::0 o. 544 7. r:. B 1 1 1 b . T o. 290 O. 344 1 ":'. 9 tj R O. (\78 o. 478 8. 2 b -------------------------------------------------------------------------- I NTEF:<::ECT I or,: Delav::: 16.4 (sec/veh) l),' I"'; ::: 1_,1. 41)b L.u~ :;;;: !...; 1985 HCM: SIGNALIZED INT~R~ECTIuNS SUt1M~lFY REROfn .*..*.**********...******************************************,_*tt.,..s.", INTERSECTION..BOYNTON ~CH!MILlrAHY THALL AREA TYRE.....OTHER ANALyST.......JGB DATE..........6/2v/.88 TIME..........1989 PEAK SEASON COMMENT.......B789P ADJUSTMENr FACTOr:" GRADE HV AOJ F'n:::i I:!USES F'HF j-'t:::DS 1-'c.D. cur ( ~{, ) (i'.) Y/N ~jm Nb y / t,~ mlr: -I EB O. 00 ~ (ll) N 0 0 l) . '-It) :j(\ ,\j 1 ,; ...!. ,- WE O. 00 c:: (H.i N 0 0 CJ. 9u ::.iU ~j ,:,1 t:: ~. NB r=l. 00 5.00 N 0 I.) f). W(l '-, ~ i j .....--. oJ SB 0. 00 5. 00 N <) " CI. 91) =iU N .k.._ . c: LT TH PT RR EB 121 268 92 EB LT rH RT F'D WE LT rH RT PO o \/OLUMES WE ~JB 152 l(f'~ 258 678 236 1'7':- o <) beL'r--iE j f"<'Y 1-.,,1... I "j.,. L, SE EE ~~1:< 12. ) 1 ..., (.1 L _ 1 :2. ' ~ '..._n\) 227 L T R I'''' 1.) L T R L -, . 1 "_ 1 ~., . () 1:2 (l 12. (J 12.0 12.0 T r 4U4 1 " ~} .;,;;'":!' ,-,'-' l'"j. () 1__ U L , (J l":.u 1 "J. \) 12. (, 1,,- (J ;-. , J..<.- 1.:'::' u ::. .~~ . t) 1...... I) 1 ~ ' !-~r :- . ! 't !-'t:: <, -' F'H-1 X SIGNAL SETTINb~ I-'H-3 I-'H-4 '-'-1-'4 F'H-:': x ~ x NJ::' Li 11-/ k! C 7 I_~L::-_ Lt:.!.,~tJ! H == j-'H-l :-"H-....: .........-_, ): x \ X \-. " - .'-" I-U x x x x Sb LI 11-/ kl ;-.'lJ x f. X X -------------------------------------------------------------------------- Li::VC:L uF ~l::.fwo:'/ IL:I::: LANE GRP. '.'/C G/C DELAY LU~ Hr'l- . IJt~LA , H;'-":-'. LU:~-:: EB L (l. 060 () . 4ul) 1","1 .;, B 14. q t! T O. 566 O. ]()o II::j . 1 C R O. 14:3 O. 478 8. :5 B WB L O. 060 O. 400 L::. t. E' 1 ..'. b b T 0.544 O. ."5uO 17. <:3 C R O. 368 O. 478 9. 7 b NE L 0.034 O. 467 Y '1 B 1:::1. ," C T O. 78') O. 289 21 . '-' C R O. :331 O. 389 L2. .:, 8 58 L O. 221 O. 467 1 (). <;> 8 14. 7 1= T O. 465 O. 289 1"" " C ' '. L R O. 102 O. ::;Er-t 1 1 . ..::' b -------------------------------------------------------------------------- I NTEF:5ECT I ON: Delav:::: 15.9 (sec/veh) \,j/C:::: U.51S Lut: :::: L. 1985 HCM: SIGNALIZED IN1ER~ECTIuNS SUt1t1ARY REF'ORT 11.................1..................................*"*******"""*~*' INTERSECTION..BOiNTON BCH/MILITRRY TRRIL AREA TVPE.....OTHER ANALiST... ....JGB DATE..........6/20/88 TIME..........1989 PERK SEASON COMMENT.......8789PW WITH PROJECT VOLUMES bt:.U~lt:.'1 ,,:Y EB WB ~H::< 58 Eb l48 ~~!j c. .....'.L.,' LT 121 1 C" '-' I'Y' 2:2q L 1 ".'\ 0 , 1 ') l) L 1.2. , } L ' , oJ .J";:' ~ - .I.";". TH 271 261 6e::b 413 T 1 " () T 1'-.' (~, T ; ~. 0 -! 1. .: ',_J .l.";". . F:T 92 :238 1 -r, 5:3 F: 1":) '.) F: 1 .:... () r i --, U r 1 ~. oJ . -' ..1...;..- Rh' 0 () 0 0 I" 0 1 \) f.. 1 I) r 1 " ~. ~. - .' 1 ,) ') I',' U I':. U 1 .~- . U 1 ') 0 1 ..;;.. (! 1 '.' , , ", . . ...... ADJU::i H1t:.N [ FHCTOho, i.3F:HL'E HV HDJ Fl:,C:i 8U::iES PHF r':::.L''3 j-'t:.U. .7'JU I . '"i- ~. . I - i-'I:::. ('l.) C'~) Y IN Nm ~m y I r'~ iT'1 n I EB O. 00 ~ UO N u U \.J. 7'0 ':JU 1'.1 1 ::j '-'. . - WB O. 00 5. 00 N <) 0 (.'. 9() :::0 I'.i - - Co Nb O. UO '" 00 N u ') U. '-II) ::',U '~ ..:...._, -j ~. SB () . (HJ c 00 ~j () ( ) u. 9U ~JU N - '-'. - - ... '- EB F'H-l X PH-2 X ~ X S I GNf'lL "t:.TT lr'lb::i F'H- 3 F'H-4 L'11-':U:::. L.t.:.;'E:.' ;-1 = '-'.'. '.' WB LT TH RT PD X x X X Nt:: L.T iH f;'l H) 58 LT TH RT F'j) 1-'~-i-1 ;t... ,-',--1-":': c.'i'-'- rl-j-.q LT TH RT PO x " X x X X X LEVEL UF bEk') I [;1:.': LANE GRF'. V/C G/C DELAY LDS At-'F'. DeLRi Hi-'L...' LU::: EB L O. 060 O. 40U 1 ':. 6 B 14. "1 t3 T o. 572 O.30(J 10 1 L ~. f, o. 143 (). 478 8. ~- 8 '-' WB L o. 060 o. 400 1 '".' 6 l~ 1 '7 !:: " -' . T 0.551 o. '30<) 1'" 9 C , . R 0.371 o. f.~78 9 8 I:! N8 L 0.0:34 o. 467 9. 9 B 18. d C 1 0.789 (l. 289 21 . 6 C F: o. 331 o. ,389 1'.~ b B SB L u. 2-51 o. 467 1 1 . u b 1 .I.~ . t:. b T o. 471: o. 2::';''1 1'7. ..:;. I' , '.0 R u. 1 ():i u. :::tjY 1 1 . '- I:! INTERSECTION: DeIav = 16.U (:;;ec/v8ij) \/: L' ::::: 'j. ='...~ ~ ::::: 1.... 1985 HCM: SIGNALIZED INTERSECTIUNS SUMMARY F-:EF'OfH """""""""""""".""",."...******",-",*""""""""" INTERSECTION..BOYNTON BCHiMILITARY TRAIL AREA TYPE.....OTHER ANALYST.......JG8 DATE..........6/=V/88 TIME..........1989 AVERHGE ANNUHL COMMENT.......8789A V[jLU~lES GEU~lET h' Y E8 (<i8 N8 2,8 E8 (<it:< I'H' :::._t. LT 118 147 100 .:,.......''") L 12. 0 L 12. I) L. 1.2. -' L 1"':. " .............. TH 261 ro;,.::::'-' 661 394 T L::.O T L::. 1_' -I L':. fJ 1 ~, , - 4--....... F:T 90 .23t) 169 52 F: 12. l) r: 12. ,) 1- l.":. >.) L::. U RF' 0 0 <) U L:. I) L::. '-' f l......U 1- ]."- . -' 1..2. (> 12. ,) , i) 1-:.. Ij "-. 1 '") (> 1:C . u 1~. (! , J, "~. . AOJUSTt1Eln fHLl CJK~ GRADE H'.) HD,] Pf',.G BUtJ:Ea f'HF t-'!::.LJ~ r-'t:.L'. ,=HJ , '...;1- .- - r- ~-=. (:I.) (:I. ) YIN t\~m No 'fIN m~. n E8 o. (\0 ~ 00 r'-l 0 0 u. 'flU ':1'.) "j 1 :j .~, -.J. . W8 o. (JU ~. 00 N 0 0 u. 9u ::5(1 I"-~ ,c 1 b ~. .' NB o. 00 ~. 00 r.j V (J o. '-It) ':if) l'~ :j -.J. .....-. . 58 o. 00 ~' 00 ~j 0 () O. 9(J ::,!u I'J -.J. _. . c: EB PH-l X PH-2 X X X 5 I GI'-IHL bE TT I f-,j(,,::; F'H-3 F'H-4 L '; I....:Lt:. :_t::.;-'j~ H :::: ......,-'.'-, x x X X ~-It:< LT -IH hf F-' 0 St:: L"T TH Rf PI) F'H-l \ i-'!-!-..~ i-'~-!- f-'t-j-I_~ WB LT TH RT PD LT TH RT F'D x X X x x X .x, -------------------------------------------------------------------------- LEVo:L GF ::;EF:V I CE LANE GRP. V/C b/C IJELAy LuS Ar-'F'. [!l::_LA'f r-:<;-;l-'. Lu;::, EB L 0.060 u. 4uO 12. " B 14. d b T 0.551 o. 3(l() 1-7 9 C- . . R u. 14'-' C). 478 8.:5 1:< W8 L o. 060 o. 40{) L:: . L 8 L b t: ~ . T f). 5:':::2 u. .:::'uo 1 7. 7 C R o. ~.I:.:::Q u. 478 '7' .7 b .'~ N8 L u.034 0. 467 ':.: . '-1 1:< 1 :j. .~I L 1 0.761 u. 2l;::Pi 2u.9 C R r). ~324 u. 389 12. 'j t< SB L o. li:j4 (! . 467 1'-'. 7 b 1.'+ . t: b T o. 45.3 u. '::i:j'7 17 1 C , . R o. 10'-' o. :::;:t:l'7 1 1 . .. b -------------------------------------------------------------------------- INTERSECTION: Delav;;::: 10.7 ~sec/ven) \//L; ;;::: u~ 4'-''::' L'_J;::' :;;;: L 1985 HCM: SIGNALIZED INTERSECTIONS SUt1t1AF:Y f':EF'Of-o'T ""...,."'.........__.___...._....._....._._...............*.*..*****s.. INTERSECTION..BOYNTON BCH/MILITARV TRAIL AREA TYF'E.....OTHER ANALYST.......JGB DATE..........6/2u/88 TIME..........1989 AVERAGE ANNUAL COMMENT.......B78YAW WITH F'ROJECT \jOLUMES bi::.urv!t:. , h'V , EB WB Nt< Sf:< E:.lj Wt' ('It: 0...; i- LT I 18 147 IUO .224 L 1 :-, U L 1_ '.! L , 1 ... ~ "- ) TH 264 .....l::.:'O:::- b69 4u,:: T 1 u T 1 ~. U I , -4..' , - 1 ~ I , .o;;....J,-' ~. . F:T '::;0 2"32 169 ..:;', R 1..2. u r~ 1:2 " I L":. .> I I - , - ! ~~ RR 0 () (I (J 1 ',' U I .,;;.. U r J. '-.' , C' l ~... . l' U , , u ........" , ) .l " . , , ..l. .~~ . - 1 -c' U L" 0 1 .:::. ( - , 1.,- . , ADJO:::. n"It.N r h-\CTUh'S GF:ADE HV ADJ 1-"1':1.5 BUSES F'HF !-'E0d 1-'t:.U. -<" : , , :--t"w ." '-<r.,- (%) (%) Y/N Nm ~~b 'y r'j iT! , n EB O. 00 ~ 00 N 0 (J O. '-IU ~!U 'j 1 :J w. - .- WB O. Ou ~ oel N () 0 U. 9{) ~tl ! N '= ,.J. - . NB O. 00 5. 00 N 0 ( -' O. 9U ':IU I",~ ..:.,...J. d .- SB (). Of) ~, (ll) ~~ 0 0 (i. 9u :::;(1 N r....._ c: -'. -- . SIGNAL St::TTINGS EB LT rH F:T F'D l-IJB L T TH RT FD F'H-l X Nt::' L-r TH f"T F'D Sl::' Ll IH hT F'l) F'H-2 :< X X F'H-} F'H-4 x. x X X LE'/t.L U~;.- ::iEI-':V 1 u:: LANE GRF. (.."lIe G/C lJt.LAY LUQ EB L O.U60 U. 4UU 1') 6 ,~ T 0.551 O. 3uu 1 ~. (! C R O. 140 o. 4/d i:J. ,- t< w WB L O. U60 O. 4uu l' , 6 B T O. 53:~ u..300 1 I. 7 C R u. ~~:62 0. 478 9 . "7 8 ~m L o. U34 o. 467 Y. 9 I::J T U. 770 0.289 ""'i 1 L ~. . R O. :324 0.389 1 ~) ~ 8 '..! SE L o. 2uO o. 4...-'1 l.u. 8 b ~, T O. 464 o. 2l;:l'':; 17. 2 C R O. lU(J o. :589 1 1 - B L i LL::::. L~:::~ ,jl,) i H :;::: 1:"1-1-1 ~'~.~.-- .2 ,_1..1*....:.j. x :< X X ~ :< Hr'j-'. uf-:"*:"'rl; 14. ::1 (~.,!.~ -. L!._::: d 1..,.6 t 1::1.4 I,~ 1'-+.7 I: I NTEF:SECT I ON: Delav == 15.8 (sec/veh) ---------------------------------------------------------------------.----- Lu~ :;::: 1_. 1,/. L == u. ~:\)4 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPOIH *****************************************************************,********* INTERSECTION..BOYTON BLVD/WINCHESTER BLVD AREA TYPE.....OTHER ANALYST.......SMP DATE. . . . . . . . . .5/2iZl/88 TIME..........1988 PEAK SEASON COMMENT.......B888P --------------------------------------------------------_._---------_.~------ VOLUMES GEOMETRY EB WB NB SB EB WB Nt-: SB LT 74 iZl iZl 184 L 1 =, iZ1 T 12. 0 L'::. 0 ,- .: .:. !lJ ~. .~. TH 575 758 iZl iZl T 12. iZl T 1 :,' 0 12. 1.::1 . , III ~. ~ .I.'::". RT 1.11 417 1.11 82 T 1.:::. 0 R 12. 1/.1 ' -, 1/.1 ;-j 1 ~~. if.) .L"::'. RR 0 0 iZl iZl 12. 0 12. l1 .I. ~-.;... iLl 1"::. 0 12. 1.11 . ", i/..) ", 0 i.2. Ii) .l.,~. .....::... 1 =, iZl 12. 0 lc. e - ~, ~. .l.<:-. ADJUSTMEN i" FACTOflS GRADE HV ADJ PKG BUSES PHF PEDS PElJ. 13U I r~~ ~.~ ;~ . ry:- :::: (1. ) (1.) Y/N Nrn Nb '.fIN 1111 n T EB l.1I.iZliZl 5.1210 N 0 Ili 0. {Sill Sil1 N ~ L~. .3 ~ WB 0.00 5.0121 N 0 0 0. 9 iii 50 N 14+. '-~. - NB 1li.00 5.iZl0 N 0 Ili 0. '31li 50 N ~::'j. oj " SB 0.iZliZl 5.0121 N iZl 0 0.90 50 N ':;::J. C:J ..0 EB SIGNAL SETTINGS PH-1 PH-2 PH-3 PH-4 LT X X NB LT TH X X Tl-, RT RT PD p.o LT 81:< LT TH X TH RT X RT PD PD CYCLE L~r~b'T~1 = ~0.0 PH--1 ~'H-->.:: j:';'-i--3 j:'d-'t WB ^ x LEVEL OF 8ERVIClO LANE GRP. V/C G/C DELRY LOS APP. DELRY f"I~'P. LOS EB L 0. 1iZl8 0.633 ;:;.1lI A CI. ''::' 6 T 0.389 0.578 5.7 B WB T 0.442 0.518 l.0 B 'j.iZ1 ~-:i R 0.358 0.844 1. 1 R SB L 0.24'3 iZl.26l 19. 1 C 18. 1 C R iZl. 190 121.322 14.2 B INTERSECTION: Delay = l.l (sec/veh) V/C = 0.3tA LOS = B 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ********************************************.~***************************** INTERSECTION..BOYTON 8LVD/WINCHESTER BLVD AREA TYPE.....OTHER ANALYST.......SMP DATE..........5/20/88 TIME..........1988 AVERAGE ANNUAL COMMENT.......B888A -------------------------------------------------------------------~------- VOLUMES G:':::Oj't1E::TF<l EB WB NB SB EB WE< J"\Ii~ ~I.; LT 73 0 0 182 L 1" 0 T 12. '" ~ .-, (:I 1.2. I,D ~. .l.c. ~ TH 558 748 0 0 T 12. 0 'r 12. "" 1 c:. IiJ L 12. 1::1 , RT 0 410 0 81 T 1 :?. 0 r, 12. 0 i L::. (:I " - ", Iii ..I.,':'. RR 0 0 0 0 12. 0 12. (1 12. 0 L~. l/l 1 ;=:. 0 . " 0 12. ") . " iii "~. .. ~~_. 12. 0 12. 0 < " IZl 12. 0 ..I.t:... ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES Ph;=' >='ED~3 ~:<E:1.J . l:?ljj-. :-~ i ~;..... rY!~..,::: (;I.) (;I.) Y/N Nm Nb Y/N filIi'"! T EB 0. 00 ~ 00 N 0 0 Ill. '30 ~lt) ;" :. ,~~. 2.- .., ..J. WB 0. 00 ~ 00 N 0 0 1i:1. glil 50 N 14. 3 ::, ..J. NB 0.00 5. 00 1\1 0 0 0. ':;0 :5~1 N ..-;.- a c...J. ,~ SB 0. 00 ~ 00 N 0 0 IZl. 9 ill ~"'1 N -.1::.- d ..J. .:::..~. - -------------------------------------------------------------------.------- EB SIGNAL SETTINGS PH-1 PH-J:': PH-3 PH-4 LT X X NB LT TH X X fH RT fn PD PD LT SB LT TH X TH RT X RT PD PD CYCL~ L~NGTH = ~~.~ >=1+-1 ~_i :'1--,:. P:'-1-,~ Pd-'+ WB x x LEVEL OF SEflV I CE LANE GRP. V/C G/C DELAY LOS APP. DC:UW ~'iPP. LOS EB L 0. 108 0.533 5.0 A 6.:5 [-i T 0.379 0.578 5.7 B WB T 0.430 0.5'18 1. '21 IS 5.0 t-~ R 0.352 0.844 1. 1 A SB L 0.247 0.257 19.7 C 18. 1 C R 0. 187 121.322 14.2 B -------------------------------------------------------------------------.-- INTERSECTION: Delay = 7.1 (sec/veh) vIe =: 0.356 LO;j = B 1985 HCM: SIGNHLIZEO INTEHSECfIUNS 6UI1f1Hr:, kEFUhT -...............-.................................,..........",.......r . INTERSEC'l"rUN..BOfTUN ~L~'L' Wli~L~~~!~~' bL'jO AREA T~'F'~.....8TH~F. ANAL'r '3T . . . . . . . =Mt=' DATE..........~!=~,S8 TIME..........l~2~ PE~t~ ~~AsuN COMM~NT.......E~2~~ --------.------------------------------------------------------------------ , '/OLUf'lES '..::t:.'..J:":t:.': r' , EE WJ:: rH:< b.l=1 E:.S vn::1 i'i::.- ':: -- LT 8'7' .,) 0 1 L 1 ; , r : 1 ; " , ";"-' "'- .- ,,- TH -r'c'~ 8C:-=: (. <, T 1 -, 0 , 1 " , ~ . ~. .-. -- F. r 0 454 i) : ..,......, r : ) 1- ; ...: '.) , ,- ~ -' -"'- , - . - -, - kF. 0 0 (\ (. T 1 F 1 , 1 ; - -' .- - do. . " - , :' , " -. , , "- . - - - - ..- 1 , ) 1 , . ... ~. ~ . - " - -------------------------------------------------------------------------- AUJ~~:M~N! ~HL1U~~ EB WE f'JB 52 i.:5F:ADE HI." , riLe.] H" ''':: ljU;:-.C:. ::; ~ rtt-- ~ c.:... - ( f. ) ( .... , i N i'~m r;~D , " 00 5 t.ll) !'J " , ,) , - 1 .. , , . - 0 ,)t\ :: ()u 1'1 (, u ( , C-,JI ;;.." . I. -, . 00 5 . \)!.) !'J ,) ( , ;,) ~, ) ...., , U i)U ~ i:1( -' N (:< '.' < ; '-'( ~ . . V, r.' , " " , , .~ , .:< f' ~ 1 ~ . :. " ;-] .:1 -------------------------------------------------------------------------- EB F'H-1 X X b I G('~HL =- c. T r" 1. r'i!.=.= ~'H-.~ ~'~-4 L. _ ___ - '-'- L ~u""_...:.j. F'1..J- ':' WB LT rH RT "'0 LT TH RT F'O x X Ni: , , ~ , X X Irl bi bd f-'I.) L. ! rei f-i !-"t) x -------------------------------------------------------------------------- L.t::'/!::.L UF ::ll:!-.'\) 1 Lt: LANt: GF!-=' . \i C b Ie 1:::8 L , - , . 09U () . 68'7 T o. 27.4 o. 6.2~ W8 T ,) :::00 , , .;.. ""-') '-,",- .~~ k o. 4 1 1 i). V "., '-J":''''';' '38 , (, 447 U :21 1 ~ . R 0 3::'::'7 o. " 7;,;;,) . . ~ ['t:.LH i r ~= ..:. -i ::,'. i) ::i. 1 1 . ::.' _c:.8 16.2 l ; 1'- '4 I:: i-!!-:-. !,..':::._:'-; ~ "!:-- ~ , 4. '7 ,~ w ...' ..'. .; r~ H ,~1 . I I~ , ~ -------------------------------------------------------------------------- I NTEF:5ECT I O~j: Del 2'.' ::::: ~ w ~, ' ('=?'.:,' '/e~ ~ l) !-J ::::: '-'. '::1-' I 1_. -- - 1985 HeM: EIG~j'~LIZED I~jl~~~~L-rI~:'~~ 3Ur-1MAF:V hEPC..lF: r ..*.*..***.*.****.****************.***..*******...*--*....~...,....,... LNTERSEcrION..~UYTuN ~L'.'u/wlN~~~~I~~ ~L'jU AR~A TYPE.....OTH~K A~JALY8T.......~MP DATE..........6;~0;~b TIME..........l~~~ P~Ht'~ SEH~UI~ COMM~NT.......b8~opW WITH ~~~J~Lj -------------------------------------------------------------------------- ~...jULU~lES EB llJB Nl:' ~.b c:.p ~- , r W' '.J U 2 "77 L 1 " I , 1- ~ ,-::) . - . - TH T~:::; 81_-<3 (i (I 1 1 -. , - , 1 F T ':' 4",.;> , , 1 '~,I:, f 1 ,- ~) r - - . F~F: (:- C' , , , -' 1 1 " , ) r 1~ . 1) 1 - . '- , i..:t:.i_I!"t:.-~ 1'"'."( ~"= 1 ~~ . ,) r';,c L_, .~ .~~ _ u l.~. r_, 1 ._. ~ '_ ~~.. ' , l......_U ,) i ,', .... ,'-' -' ."._.\) 1...... ') 1._." '_' l..... ,._, 1...:.') ;. ,-. \) 1 ' " , " ./. ...~. - 1.__" ' -------------------------------------------------------------------------- ADJU~'TM~Nr ~HLr'u~~ bU~ES ~'~F ~cL'~ ~~b I) , 7') - ) - , , '-' wi ~ , - . ,) , , o...,J". , .~1'_) - co c- . '7' , :::1 bRADE H'/ r~D.J F'f 1.5 ( I.) ( .. ) y t'~ ~Im '. EB , ) (1) ~ u') [oj r) . WB (I 1:\( , ~, (!j :' ~I '-' -' . ~~B <\ ',')(1 ,-- U;~l '" , , . ~ 5B , , C'I) ~ Ou t'l ( ) - . :-'t:.L' . :=,LI' . '_4>-- - " - -r::. i.. rl ,j !T;-;" i' L ,-I.. _, 1 '_ .-:.. 'j f'J " F'H-l -------------------------------------------------------------------------- 1'1 ::"'-!-.2 b 1 L:fi'If-1L ':::-t:.: i 1 :'IL::: ~'''i-! '-',-!-;..j. EP LT x :( v " r'.j::::, L_ ~ TH /.. iH ri ~~ U b!:: L: Rl F'D WB LT fH RT F'D :( x -- ... -- ,~ lei f~ r rU x L.=....it:.L i..:,;;:- .:;1C:.,....'.) ii_I::. -------------------------------------------------------------------------- LAr'jE 5t:-:F' . , , , c C:: '- EB , u . u90 "-1:-''';> ~ '- . T 0 r', 7 4 ( , ~ .. . - '-,---.... WB T 0 :::;;(10 ,- I ....-"\'") . '-I........ R 0 4 .2:: ,=\ 2~::: .:38 L , . 47 4 u . "' 1 1 R 0 . ::: 4 \.:' (: . :2:d L-'::"~L;.-l-'/ :- ,-~~ ~ ~ i.' E- ::. 1 1. 'C' :24.1 1 ,'. (, L!__:= r..j,-!..... ';)'::'_:_1': ~-1 .+. -} '1 ::I H .~ . -t ,'1 '-: .....1. .., " c I NTER5ECT I ml: (S'?C,"" en) -------------------------------------------------------------------------- " -, -' , - -'--- Del ;3.'.j := -;/. ') \1 1_ __ :..- _.: = -.. 198~ HeM: SIGNALIZED INTER~EC-l'IuNS SUr1t1Ab'Y f'o.EF'ORT ____*__._..............._.....,...........*'............t*.*,..**.,t'\f:" INTER8ECTION..BOYTON SL\jD./WIN~HE3TER 2LVU AREA TYPE.....OTH~F ANAL VST . . . . . . . SMF' DATE......... .t:/:r)/82 TIME..........IWdQ AV~RA~E ANUAL COMMEN"r.......S88QA -------------------------------------------------------------------------- , \JCJLUMES i~....' !i"j'- , ,......:v ._'~-_. -. EE ~"B ~,8 Sd '-" ~" " r,) '- ~~ LT (:,\'..:J ,) (1 ~5w L 1 1 I' 1 , ) , I ,>-"...J -- . ", TH ~ 1 ; ."'w7 0 < . 'r 1 f '} 1 1 / " ." - " ,.. ., F: r \) 4", 1 , I 1 ..:' 1 r r 1 ) , ,. .. , .. Rk 0 I , , < , 'r , - I I Co 1 " , 1. , " . .... .... 1 - 1 .. ~ ) 1 k I , ; \ , 1 ~ " '- AU,JUt: I r41::.f'l , i~L rut- '= , 6Ff-4DE H'~ } AD,J !-' ~, 1'= l:{'_t:=.t:. ~-:: ~ ,........ . . -;:, '- . - (I.) ( :~ ) '; r\1 ~'m r'~b i": EEl :) . ~)O ..; I:'(} r'J , 1 ,) " l " " WE (, (.'0 c O!) ~.~ C' '.' I , '....j, ~ f'i .. ~ . , . .' r\~B (1 (lU ,:~ uO ,1 -' ',J . ~. , . 1 , ," . . '. . , , 5B I , <, F\) !;;:. ~)O f'l I' " , , WI ::'l_ f'-I , '. " .. __ _u . 5 I bi"',jHL =i::. TT I r'l\= =. L - '_~-:_=. ~__ '~~.. Ii:: ~ - EE LT T"H RT F'D WE LT fH RT PD F'H-l \ X t-='H-:.2 r'H-~ ;-""i-4 '-';...;-1 r- '-1-.._ ,..,- + x ~ ~Jl:' I.T 11-1 1-1 1-'0 bb , , '. , ~ x IH f~ r r-U x :....t-='-.'i::.L uF =!::.!-. .Il'....:c:: Lm,E r~-u'c. , , C G C L'!::.LH ; L"'- .;..,~-'~' L"~:.L-H , ,",K, . -...J',_ .. EE: L '. , . u ':'; I) , ) . 689 - c:;; H + ::j ,4 T 0 ~. ,:~ 0 ;.."'.'" 5 ',' A . ";"'-"-' . '--i";",,;.. . \J-JB f , ) ,;,..)'7 '. , b.....:2 . 1 '::I , -I ,.., . . f': (J . ~'-:'(.' U 8:...::2 1 . 4 H 38 L (~ , 44 .::. , 1 , 1 1 e, ::J !.: l 1 ,~ . . ,~ . " R (, . ::.._::2 0 :::'72 1 -= . u L INTEF'SECTluN: Del a,,' = ,~ w ~. ' (~2':,' '. en ] v 'L = \_'. _ 1 ~ 1~85 HeM: SIGNALiZED INTERSECTIONS sur1MH~.f F:EFOhT **11.11.1111..11.....1*11*.....................,...***.,............... 1 ~)TERSECT I(Jf\j. . SO''{TOrJ BL'.'D/ WI i\lL.:Hl::.'::rJ!::.h J:jL\/D AHEA TvpE.....OTH~F ~NALfST.......SMP DATE..........6!=O!b8 r H<1E. . . . . . . . . . 1 '''';'b''-7l H\II=.HAbt:: HNU(-4L COM~~N.r.......Bbd~AW WiTH' f'~UJ~~T -------------------------------------------------------------------------- t,/ULUME:3 '.:rt:-',.J:'''=:- I' h' Y EB ~"B ~IB S:.J:j E1::! l'-Jt-: 1",,, LT 95 0 '.) 2/5 L L::. () I. .L...... '.J TH 71 1 ""97 U , . , T 1 ~. { . , L.:. , , 1 ., PT U 446 (> 128 T l~. ,) r , .,- . ',J Rf' t1 () '-' '-' : 1 I) i- 1 ~ , ~ . " , ) " ,- , ) L.:. , 1 ~, , 1 ,., . .- ~ <) 1. ,_. -------------------------------------------------------------------------- i.:::r-..1~1DE H'/ HU,j f-'f. ~.:J \ %) ( .. ) 'y ~I Nm EB . ~, ()>.J f"-J , " '.~, . )u ~ . . WB O. ('It! ~, uu r'l {) . r'~B t:. uU ~. ')0 f,J ~) . ,.; . SB C Ot) ~: , . ..0 r'~ ( ,. , . . . . AL'JUbrM~rJ! F~LrO~~ dU~~~ ~H~ ~~L~ ~I[J ,) " 'i r'" 0:_'. '-q) ..." 1 ".\-. - i_'. :;'1) ~;;,_I f'i ; , .... '-~, - ,}. ......() "-.' , ......:. 'j l..' u. '=+'_' =".1 f'l ......-., = -------------------------------------------------------------------------- S I bi.~I;~L t:!:::. TT I rJb~ L"_....:::' ~..L.. _~.':~ ;;.~ fH F'H-l X X !='H-:2 F'H-3 ~'H-4 ~'-1-1 !- -;-.+ E13 IT ~ , x x Nt:: Li Hi f,1 ,"'1) L'! 1>-1 f" f-'!) ;, RT ~'D WB I "r" ~, be !H RT t-'D x x. :.: -------------------------------------------------------------------------~- Lt:: ;"t::L.. ,_,r:" ='t:.r', 1 L.t:: Li4f'1~ (:Jf:~' , , , !~ l:; C L'!::.~_i-1 , , J "'_ h,- - 1_'_'...;, ::'0 l... U . '.'YU ,) b ::!'-? -' ,-.J '.4 .. ~ " 1 0 "....<;;;: (.' ..... .'", s , ) H . ~'-''-' ._'....-. . W13 r ':=\ ,,-, ? u :::-.--..:2 - 1 d ... . . ". k '-' . 4( )4 '-' . b:"'::..c. 1 - h - S8 L u 4 , 1 '. , ..: 1 1 ,-.-""+ ) C ~ 1 "j k 0 34 (. , . "":7W 1 '- ~ l. - ..;... '..... . ,'-' -l l" -------------------------------------------------------------------------- IN TEFSECT I !]r'~: Ijel a'.' :::: -7 i , . " '. see,' V'2,!) '.,' L c;;;: 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..BOYTON BLVD/CONGRESS AREA TYPE.....OTHER ANALYST.......SMP DATE..........5/20/88 TIME..........1988 PEAK SEASON COMMENT.......B988P -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB EB WB NB SB LT 257 378 365 518 L 12.0 L 12.0 L 12.0 L 12. III TH 513 757 879 889 : T 12.0 T 12.0 L 12.0 L 12.0 RT 128 334 150 106 T 12.0 T 12.0 T 12.0 T 12.0 RR 0 0 0 0 : R 12.0 TR 12.0 T 12.0 T 12.0 12.0 12.0 R 12.0 R 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE ( Y.) (Y.) Y/N Nrn Nb Y/N mi )'"1 T EB 0.00 5.00 N 0 0 0.90 50 N 37.8 3 WB 0.00 5.00 N 0 0 0.90 50 N 37.8 3 NB 0.00 5.00 N 0 0 0.90 50 N 31. 8 3 SB 0.00 5.00 N 0 0 0.90 50 N 31.8 '"' -------------------------------------------------------------------------- x x X X SIGNAL SETTI NGS CYCLE LENGTH = 120.0 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 NB LT X X TH X X RT X PD SB LT X X X TH X X X RT X X PD EB LT TH RT PD WB LT TH RT PD PH-1 X PH-2 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. D.ELAY APi='. LOS EB L' 0.979 0.175 72.5 F 5'3.3 E T 1.023 0. 167 52.0 F R 0.327 0.292 21.6 C WB L 0.975 0.258 51.0 F 57.5 E TR 1.062 0.250 51. 8 F NB L 1.055 0.125 91. 5 F 54.3 E T 1.002 0.292 46.2 E R 0.203 0.550 8.9 B SB L 1. 021 0.183 71. 3 F 40.8 E T 0.844 0.350 25.6 D R 0.150 0.525 9.5 B -------------------------------------------------------------------------- I NTE RSECTI ON : Delay = 52.5 (sec/veh) V/C = 1. 018 LOS = E 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..BOYTON BLVD/CONGRESS AREA TYPE.....OTHER ANALYST.......SMP DATE..........6/2121/88 TIME..........1988 PEAK SEASON COMMENT.......B988PI IMPROVED GEOMETRY -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB EB WB NB SB LT 257 378 365 518 L 12.0 L 12.121 L 12.121 L 12.121 TH 513 757 879 889 T 12.121 T 12.0 L 12.121 L 12.0 RT 128 334 15121 11216 T 12.121 T 12.121 T 12.0 T 12.0 RR 121 121 121 121 T 12.121 T 12.12' T 12.0 T 12.0 R 12.121 R 12.121 R 12.0 R 12.121 12.121 12.0 12.121 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE (Y,) (Y,) Y/N Nm Nb Y/N mirl T EB 121.121121 5.121121 N 121 121 121.9121 5121 N 37.8 '" WB 121.121121 5.121121 N 121 121 121.9121 5121 N 37.8 3 NB 121.121121 5.121121 N 121 121 121,9121 5121 N 31. 8 3 SB 121.121121 5.121121 N 121 121 121.9121 5121 N 31. 8 '" -------------------------------------------------------------------------- x x X X SIGNAL SETTI NGS CYCLE LENGTH = 120.0 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 NB LT X X TH X X RT X PD SB LT X X X TH X X X RT X X PD EB LT TH RT PD WB LT TH RT PD PH-1 X PH-2 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB L 121.934 121.183 61.6 F 44.4 E T 121.893 121. 133 41. 4 E R 121.358 121.267 23.2 C WB L 121.945 121.267 54.121 E 34.5 D T 121.811 121.217 31. 6 D R 121.622 121.4121121 19.8 C NB L 121.989 121.133 7121.1 F 4121.3 E T 121.923 121.317 33.3 D R 121.192 121.583 7.6 B SB L 1. 12121 121.183 71. 3 F 39.5 D T 121.81216 121.367 24.4 C R 121. 144 121.55121 8.5 B -------------------------------------------------------------------------- I NTERSECTI ON: Delay = 39.2 (sec/veh) V/C = 121.945 LOS = D 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..BOYTON BLVD/CONGRESS AREA TYPE.....OTHER ANALYST.......SMP DATE..........5/20/88 TIME..........1988 AVERAGE ANNUAL COMMENT.......B988A -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB EB WB NB SB LT 247 352 353 505 L 12.0 L 12.0 L 12.0 L 12.0 TH 497 734 850 850 T 12.0 T 12.0 L 12.0 L 12.0 RT 124 327 144 102 T 12.0 T 12.0 T 12.0 T 12.0 RR 0 0 0 0 R 12.0 TR 12.0 T 12.0 T 12.12' 12.0 12.0 R 12.0 R 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE (':4) (':4) Y/N Nrn Nb Y/N roi )'"1 T EB 0.00 5.00 N 0 0 0.':30 50 N 37.8 3 WB 0.00 5.00 N 0 0 0.90 50 N 37.8 3 NB 0.00 5.00 N 0 0 0.':30 50 N 31. 8 3 . SB 0.00 5.00 N 0 0 0.90 50 N 31. 8 3 -------------------------------------------------------------------------- x x X X SIGNAL SETTINGS CYCLE LENGTH = 120.0 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 NB LT X X TH X X RT X PD SB LT X X X TH X X X RT X X PD EB LT TH RT PD WB LT TH RT PD PH-1 X PH-2 . . -------------------------------------------------------------------------- . LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS API". DELAY API". LOS EB L 0.':341 0.175 54.0 F 52.7 E T 0.':391 0.157 54.8 E R 0.317 0.2':32 21.6 C WB L 0.934 0.258 52.9 E 50.6 E TR 1.033 0.250 53.3 E NB L 1.020 0.125 80.1 F 47.5 E T 0.95':3 0.2':32 40.3 E R 0.1':35 0.550 8.8 B SB L 0.':395 0.183 54.5 F 37.':3 D T 0.817 0.350 25.6 D R 0.145 0.525 9.5 B -------------------------------------------------------------------------- I NTERSECTl ON: Delay = 45.8 (sec/veh) V/C = 0.':385 LOS = E 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..BOYTON BLVD/CONGRESS AREA TYPE.....OTHER ANALYST.......SMP DATE..........5/2121/88 TIME..........1988 AVERAGE ANNUAL COMMENT.......B988AI IMPROVED GEOMETRY -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB EB WB NB SB LT 247 362 353 505 L 12.121 L 12.121 L 12. IZI L 12.0 TH 497 734 85121 85121 T 12.0 T 12.0 L 12.0 L 12.0 RT 124 327 144 11212 : T 12.121 T 12.121 T 12.121 T 12.121 RR 121 121 121 121 T 12.121 T 12.0 T 12.121 T 12.121 R 12.0 R 12.0 R 12.0 R 12.121 12.0 12.121 12.121 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE (" ) (" ) Y/N Nm Nb Y/N mi )'"1 T EB 121.00 5.0121 N 121 121 121.9121 5121 N 37.8 .:, WB 121.121121 5.121121 N 121 121 121.9121 5121 N 37.8 3 NB 0.121121 5.121121 N 121 121 121.9121 50 N 31. 8 3 SB 121.121121 5.121121 N 0 0 0.90 5121 N 31. B .:, -------------------------------------------------------------------------- x x X X SIGNAL SETTINGS CYCLE LENGTH = 12121.121 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 NB LT X X TH X X RT X PD SB LT X X X TH X X X RT X X PD EB LT TH RT PD WB LT TH RT PD PH-1 X PH-2 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB L 121.898 121.183 55.6 E 41. 5 E T 121.855 0.133 39.5 D R 0.345 0.257 23.2 C WB L 0.905 0.257 47.7 E 32.5 D T 0.785 0.217 3121.9 D R 121.51219 121.41210 19.5 C NB L 0.957 121.133 53.121 F 37.121 D T 121.892 121.317 3121.9 D R 0.184 121.583 7.5 B SB L 0.995 0. 183 54.5 F 35.7 D T 121.78121 121.357 23.5 C R 121. 138 121.55121 8.5 B -------------------------------------------------------------------------- INTERSECTION: Delay = 35.5 (sec/veh) V/C = 121.913 LOS = D 1985 HCM, SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..BOYTON BLVD/CONGRESS AREA TYPE.....OTHER ANALYST.......SMP DATE..........5/20/88 TIME..........1989 PEAK SEASON COMMENT.......B989P -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB , EB WB NB SB LT 302 403 389 707 L 12.0 L 12.121 L 12.0 L 12.0 TH 588 795 1091 1120 T 12.0 T 12.0 L 12.12' L 12.0 RT 153 483 150 128 T 12.121 T 12.0 T 12.0 T 12.0 RR 0 0 0 0 . T 12.0 T 12.0 T 12.121 T 12.0 . R 12.0 R 12.0 R 12.0 R 12..0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE ( ,,) (" ) Y/N Nm Nb Y/N rni 1'"1 T EB 0.00 5.00 N 0 0 0.90 50 N 32.5 3 WB 0.00 5.00 N 0 0 0.90 50 N 32.5 ~ NB 0.00 5.00 N 0 0 0.90 50 N 32.5 3 SB 0.00 5.00 N 0 0 0.90 50 N 32.5 ~ -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 120.0 . PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT X NB LT X TH X TH X RT X RT X PD PD WB LT X X SB LT X X TH X X TH X X RT X X RT X X PD PD -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB L 1.098 0.183 112.4 F 70.1 F T 1.024 0.133 51. 2 F R 0.427 0.257 23.9 C WB L 1.007 0.257 58.2 F 40.7 E T 0.852 0.217 33.0 D R 0.899 0.400 31. 8 D NB L 1.054 12'. 133 89.7 F 84.7 F T 1. 145 0.317 93.8 F R 0.204 0.583 7.7 B SB L 1.393 0.183 * * * * T 1. 015 0.357 44.3 E R 0.173 0.550 8.7 B -------------------------------------------------------------------------- INTERSECTION, Delay = * (sec/veh) V/C = 1. 137 LOS = * 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..BOYTON BLVD/CONGRESS AREA TYPE.....OTHER ANALYST.......SMP DATE..........6/20/88 TIME..........1989 PEAK SEASON COMMENT.......B989PI IMPROVED GEOMETRY -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB EB WB NB , SB LT 302 403 389 707 L 12.0 L 12.121 L 12.0 L 12.0 TH 588 795 1091 1120 T 12.0 T 12.121 L 12.0 L 12.0 RT 153 483 160 128 T 12.0 T 12.0 T 12.0 T 12.0 RR 0 0 0 0 T 12.12' T 12.0 T 12.121 T 12.0 R 12.0 R 12.0 T 12.0 T 12.0 12.0 12.0 R 12.12' R 12.0 -------------------------------------------------------------------------- . ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE (l' ) (l' ) Y/N Nm Nb Y/N min T EB 0.00 5.00 N 0 0 0.90 50 N 38.5 3 . WB 0.00 5.00 N 0 0 0.90 50 N 38.5 3 NB 0.00 5.00 N 0 0 0.90 50 N 32..5 3 SB 0.00 5.00 N 0 0 0.90 50 N 32.5 3 -------------------------------------------------------------------------- . EB SIGNAL SETTI NGS CYCLE LENGTH = 120.0 PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-,3 PH-4 LT X X NB LT X TH X TH X RT X RT X PD PD LT X X X SB LT X X TH X X TH X X RT X X RT X X PD PD , WB . -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB L 0.935 0.308 57.3 E 46.8 E T 0.958 0.142 47.6 E R 0.400 0.283 22.7 C . WB L 0.871 0.375 39.6 D 31.7 D T 0.881 0.208 34.9 D R 0.753 0.475 19.3 C NB L 0.932 0.150 56.3 E 33.8 D T 0.864 0.292 29.3 D R 0.226 121.525 9.9 B SB L 0.924 0.275 43.0 E 26.3 D T 0.621 0.417 18.1 C R 0. 163 0.583 7.4 B -------------------------------------------------------------------------- I NTERSECT ION: Delay = 33.0 (sec/veh) V/C = 0.939 LOS = D ~ 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..BOYTON BLVD/CONGRESS AREA TYPE.....OTHER ANALYST.......SMP DATE..........5/20/88 TIME..........1989 AVERAGE ANNUAL COMMENT.......B989A -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB EB WB NB SB LT 291 388 377 593 . L 12.0 L 12.0 L 12.0 L 12.0 . TH 572 770 1050 1089 T 12.0 T 12.0 L 12.0 L 12.0 RT 148 475 154 124 T 12.0 T 12.0 T 12.0 T 12.0 RR 0 0 0 0 T 12.0 T 12.0 T 12.0 T 12.0 R 12.0 R 12.0 R 12.0 R 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE (" ) (" ) Y/N Nrn Nb Y/N rn i)"l T EB 0.00 5.00 N 0 0 0.90 50 N 32.5 ., ~ WB 0.00 5.00 N 0 0 0.90 50 N 32.5 ~ NB 0.00 5.00 N 0 0 0.90 50 N 32.5 ~ SB 0.00 5.00 N 0 0 0.90 50 N 3-=- e 3 ~.'" -------------------------------------------------------------------------- x X X X SIGNAL SETTI NGS CYCLE LENGTH = 120.121 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 NB LT X X TH X X RT X PO SB LT X X X TH X X X RT X X PO . EB LT , TH . RT PO WB LT TH RT PO PH-1 PH-2 X -------------------------------------------------------------------------- . LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB L 1.058 0. 183 95.8 F 51.8 F T 0.995 0.133 55.0 E R 0.413 0.257 23.8 C WB L 0.970 0.267 58.9 E 37.7 0 T 0.825 0.217 32.0 0 R 0.884 0.400 30.5 0 NB L 1.022 0. 133 78.9 F 72.6 F T 1.113 0.317 79.3 F R 0.197 0.583 7.6 B SB L 1.366 0.183 * * * * T 0.987 0.367 38.5 0 R 0. 158 0.550 8.7 B -------------------------------------------------------------------------- I NTE RSECT ION : Delay = * (sec/veh) V/C = 1. 105 LOS = * . 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..BOYTON BLVD/CONGRESS AREA TYPE.....OTHER ANALyST.......SMP DATE..........6/20/88 TIME..........1989 AVERAGE ANNUAL COMMENT.......B989AI IMPROVED GEOMETRY -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB EB WB NB ,SB LT 291 388 377 693 L 12.0 L 12.0 L 12.0 L 12.12' TH 572 770 1060 1089 : T 12.0 T 12.0 L 12.12' L 12.0 RT 148 475 154 124 T 12.0 T 12.0 T 12.0 T 12.0 RR 0 0 0 0 T 12.0 T 12.0 T 12.0 T 12.0 R 12.0 R 12.0 T 12.0 T 12.12' 12.0 12.0 R 12.0 R 12.0 -------------------------------------------------------------------------- ,;I ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE (,,) (" ) Y/N Nm Nb Y/N min T 'III EB 0.00 5.00 N 0 0 0.90 50 N 38.5 3 WB 0.00 5.00 N 0 0 0.90 50 N 38.5 ~ NB 0.00 5.00 N 0 0 0.90 50 N 32.5 ~ SB 0.00 5.00 N 0 0 0.90 50 N 32.5 ~ .., -------------------------------------------------------------------------- WB SIGNAL SETTINGS CYCLE LENGTH = 120.0 PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 LT X X NB LT X TH X TH X RT X RT X PD PD LT X X X SB LT X X TH X X TH X X RT X X RT X X PD PD .. EB .. -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB L 0.877 0.31218 47.6 E 4'=' .::. E ~.~ T 0.932 0. 142 44.3 E R 0.387 121.283 22.6 C WB L 0.822 0.375 34.9 D 29.8 D T 0.853 0.208 33.6 D R 0.741 0.475 18.9 C NB L 0.903 0. 150 52.4 E 32.2 D T 0.839 0.292 28.4 D R 0.217 0.525 9.9 B SB L 0.905 0.275 41. 0 E ~=' c:- D ~~....J T 0.603 0.417 17.9 C R 0.157 0.583 7.4 B -------------------------------------------------------------------------- I NTE RSECTI ON : Delay = 31.1 (sec/veh) V/C = 0.909 LOS = D 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..BOYTON BLVD/CONGRESS AREA TYPE.....OTHER ANALYST.......SMP DATE..........&/20/88 TIME..........1989 PEAK SEASON COMMENT.......B989PW WITH PROJECT -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB EB WB NB SB LT 302 403 393 732 L 12.0 L 12.0 L 12.0 L 12.121 TH 511 80& 1105 1137 T 12.0 T 12.0 L 12.0 L 12.0 RT 15& 505 1&0 128 T 12.121 T 12.0 T 12.0 T 12.0 RR 0 0 0 0 T 12.0 T 12.0 T 12.121 T 12.0 R 12.0 R 12.0 R 12.0 R 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE (" ) (" ) Y/N Nrn Nb Y/N rnin T EB 0.00 5.00 N 0 0 0.90 50 N 3-;:' c:' 3 ~...J WB 0.00 5.00 N 0 0 0.90 50 N "7'-, ~ ,!, ...II::..\,.) NB 0.00 5.00 N 0 0 0.9121 50 N 32.5 3 SB 0.1210 5.1210 N 121 0 0.9121 5121 N 32.5 ,!, -------------------------------------------------------------------------- x x X X SIGNAL SETTINGS CYCLE LENGTH = 120.0 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 NB LT X X TH X X RT X PD SB LT X X X TH X X X RT X X PD EB LT TH RT PD WB LT TH RT PD PH-1 X PH-2 -------------~------------------------------------------------------------ LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB L 1.12198 121. 183 112.4 F 75.5 F T 1.0&4 121.133 72.5 F R 0.43& 0.2&7 24.0 C WB L 1.12107 121.2&7 &8.2 F 4<;:' '=' E ~.~ T 0.8&4 121.217 33.5 D R 121.94121 121.4121121 35.7 D NB L 1.065 121.133 93.7 F 90.& F T 1.160 0.317 1121121.9 F R 121.204 0.583 7.7 B SB L 1.443 0.183 * * * * T 1. 031 121.367 48.1 E R 0.173 121.550 8.7 B INTERSECTION: Delay = * (sec/veh) V/C = 1. 158 LOS = * 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..BOYTON BLVD/CONGRESS AREA TYPE.....OTHER ANALYST.......SMP DATE..........6/20/88 TIME..........1989 PEAK SEASON COMMENT.......B989PWI IMPROVED GEOMETRY WITH PROJECT -------------------------------------------------------------------------- VOLUMES : GEOMETRY EB WB NB SB EB WB NB SB LT 302 403 393 732 L 12.0 L 12.0 L 12.0 L ~12. 121 TH 611 806 1105 1137 T 12.0 T 12.0 L 12.0 L 12.0 RT 156 505 160 128 : T 12.0 T 12.0 T 12.121 T 12.0 RR 0 0 0 0 T 12.0 T 12.0 T 12.0 T 12.121 R 12.0 R 12.0 T 12.0 T 12.121 : 12.0 12.0 R 12.12' R 12.121 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE (" ) (" ) Y/N Nm Nb Y/N min T EB 0.00 5.00 N 0 0 0.90 50 N 38.5 3 WB 0.00 5.00 N 0 0 0.90 50 N 38.5 3 NB 0.00 5.00 N 0 0 0.90 50 N 32.5 3 SB 0.00 5.00 N 0 0 0.90 50 N 32.5. ,!, -------------------------------------------------------------------------- EB SIGNAL SETTINGS CYCLE LENGTH = 120.0 PH-l PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 LT X' X NB LT X TH X TH X RT X RT X PD PD LT X X X SB LT X X TH X X TH X X RT X X RT X X PD PD WB -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB L 0.941 0.308 58.5 E 50.9 E T 0.996 0. 142 53.9 E R 0.408 0.283 22.8 C WB L 0.881 0.375 40.7 E 32.5 D T 0.893 0.208 35.7 D R 0.788 0.475 20.6 C NB L 0.941 0. 150 57.9 E 34.5 D T 0.875 0.292 29.7 D R 0.226 121.525 9.9 B SB L 0.956 0.275 47.5 E 28.1 D T 0.630 0.417 18.2 C R 0.163 0.583 7.4 B -------------------------------------------------------------------------- INTERSECTION: Delay = 34.7 (sec/veh) V/C = 0.961 LOS = D 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..BOYTON BLVD/CONGRESS AREA TYPE.....OTHER ANALYST.......SMP DATE..........5/20/88 TIME..........1989 AVERAGE ANNUAL COMMENT.......B989AW WITH PROJECT -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB : EB WB NB SB LT 291 388 381 718 L 12.0 L 12.12' L 12.0 L 12.17.:1 TH 585 781 1074 1105 T 12.0 T 12.121 L 12.0 L 12. ill RT 151 497 154 124 T 12.0 T 12. ill T 12.0 T 12. ill RR 0 ill 0 0 T 12.0 T 12.121 T 12. ill T 12. ill R 12.0 R 12. ill R 12.0 R 12. ill : 12.121 12.0 12.0 12. ill -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE (" ) (,,) Y/N Nm Nb Y/N rn i""l T EB ill. ill ill 5. o ill N ill ill ill. 9 ill 5il1 N -....;:. c: 3 ~I-.U WB ilI.ilI0 5.00 N 0 ill ill. 9 ill .50 N 32.5 "" NB 0.ilI0 5.00 N 0 ill ill. 9 ill 50 N 32.5 3 . SB 0.00 5.ilI0 N ill 0 ill. 90 50 N 32.5 3 -------------------------------------------------------------------------- x X X X SIGNAL SETTI NGS CYCLE LENGTH = 12il1.ilI PH-3 PH-4 PH-l PH-2 PH-3 PH-4 NB LT X X TH X X RT X PD S8 LT X X X TH X X X RT X X PD E8 LT TH RT . PD W8 LT TH RT PD PH-l PH-2 X -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB L 1. ilI58 0.183 95.8 F 54.5 F T 1.019 0.133 59.9 E R 0.422 0.257 23.9 C W8 L 0.970 0.257 58.9 E 39.0 D T 0.837 0.217 32.4 D R 0.925 0.400 34.7 D N8 L 1.032 0. 133 82.3 F 77.7 F T 1. 127 0.317 85.5 F R 0.197 0.583 7.5 8 S8 L 1. 415 0.183 * * * * T 1.003 0.357 41. 5 E R 0.158 0.550 8.7 B -------------------------------------------------------------------------- I NTE RSECTI ON : Delay = * (sec/veh) V/C = 1. 123 LOS = * 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..BOYTON BLVD/CONGRESS AREA TYPE.....OTHER ANALYST.......SMP DATE..........5/20/88 TIME..........1989 AVERAGE ANNUAL COMMENT.......B989AWI IMPROVED GEOMETRY WITH PROJECT -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB EB WB NB ,SB LT 291 388 381 718 : L 12.0 L 12.0 L 12.121 L 12.0 TH 585 781 1074 1105 T 12.0 T 12.121 L 12.0 L 12.0 RT 151 497 154 124 T 12.0 T 12.0 T 12.0 T 12.0 RR 0 0 0 0 T 12.0 T 12.121 T 12.0 T 12.121 R 12.0 R 12.0 T 12.0 T 12.0 12.121 12.0 R 12.121 R 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE (~) (~) Y/N Nm Nb YIN rnin T EB 0.00 5.00 N 0 0 0.90 50 N 38.5 3 WB 0.00 5.00 N 0 0 0.90 50 N 38.5 3 NB 0.00 5.00 N 0 0 0.90 50 N 32.5 3 SB 0.00 5.00 N 0 0 0.90 50 N 7-::> CO 3 -'1o-...J -------------------------------------------------------------------------- WB SIGNAL SETTINGS CYCLE LENGTH = 120.0 PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 LT X X NB LT X TH X TH X RT X RT X PD PD LT X X X SB LT X X TH X X TH X X RT X X RT X X PD PD EB -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB L 0.883 0.308 48.5 E 44.0 E T 0.953 0. 142 45.9 E R 0.395 0.283 22.7 C WB L 0.828 0.375 35.3 D 30.4 D T 0.855 0.208 34.1 D R 0.775 0.475 20.1 C NB L 0.913 0.150 53.5 E 32.8 D T 0.850 0.292 28.7 D R 0.217 0.525 9.9 B SB L 0.938 0.275 44.8 E 27.0 D T 0.513 0.417 18.0 C R 0. 157 0.583 7.4 B -------------------------------------------------------------------------- I NTERSECTI ON: Delay = 3'" <> (sec/veh) V/C = 0.927 LOS = D ~.~ 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************~************* INTERSECTION..BOYTON BLVD/I-95 SOUTHBOUND RAMPS AREA TYPE.....OTHER ANALYST.......SMP DATE..........5/20/88 TIME..........1988 PEAK SEASON COMMENT.......B1088P ---------------------------------------------------------------------.-.-------.- VOLUMES GEOI~ETrN EB WB NB SB EB WB No ~b LT 0 675 0 359 T 112. I,) L 1".)- ill 12. ill L L::. 'll ~. TH 890 1189 0 0 T 12. 0 T 12. ill 12. it) Le. it/ RT 332 0 0 83 T 1 ;::. I,) T 1 ~-:. I,) 't.;:) I,) (' :i.2. il.:1 ~. ,~. " RR 0 0 0 el R 12. 0 12. ill 12. ~( L.:':. ILl 12. 0 12. ill 12. 'll i,:'::. 'L' 12. 0 12. ill 1 ~~. Ii) 1':::. IL.I -------------------------------------------------------.--------.-.-.---------.---- ADJUSTMENT FACTURS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ,'H,;,. T\(r:.,::: (1.) (1. ) Y/N Nrn Nb 'fIN rill"!'"! T EB 0.00 5.00 N "" 0 0.90 50 N 14. ~ .;, WB 0.0er 5.0121 N 0 0 0.90 5121 N 14.2, 2, NB 0.00 5.00 N 0 0 Ill. ''30 Sill N .;;~d. w c; SB 0.00 5.00 N 0 0 0. gel :::lei N 2d.8 :~, ------------------------------------------------------------.--.------------- PH---l PH-C::: i-H-_-~ L:.':iil.0 PH----+ WB SIGNAL SETTINGS PH-1 PH-2 PH-3 PH-4 LT NB LT TH X TH RT X RT PD PD LT X SJ:.< LT TH X X TH RT R r PD PD CYCLE:. LU"b1 H = '. EB x x --------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. J.j"LAY Hi~IP. LUS EB T 0.885 0.233 33.6 D 30.4 D R 0.645 121.383 21. 1 C WB L 0.830 0.542 -,.-, 1 C ':9.lj B .::.c. . T 0.510 0.775 3.4 A SB L 0.865 0. 15121 48.4 E 45. 1 '::' R 0.412 0. 150 31Z1.5 D -------------------------------------------------------------------------- I NTERSECTI ON: Delay = 21.6 (sec/veh) V/C = 0.8~0 LOS = C 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..BOYTON BLVD/I-95 SOUTHBOUND RAMPS AREA TYpE.....DTHER ANALYST.......SMp DATE..........5/20/88 TIME..........1388 AVERAGE ANNUAL COMMENT.......B1088A --------------------------------------------------------------------~------- VOLUMES GEOML'.:n<y EB WB NB SB EB WB NB Sb LT 0 623 0 331 T 12. 0 L 1...:.:. 0 i ,.:::. lt1 ,- L:::. ~) TH 831 1105 0 0 T 12. 0 T 12. I/J 1":::. ILl L 1..::. r~i RT 311 0 0 81 T 1 ~~. 0 T 12. I,) 12. '21 ,< Lc. Iii RR 121 121 121 121 R 12. 0 12. ILl 12. 0 1 ~-::. t;;" 12. 0 12. 0 . -. I,.~I 1 "c. Iii ~ c.. 12. IiJ 12. 0 12. I,) L:..:. I~J ----------------------------------------------------------------.----------- ADJUSTMENT H1CTOf6 GRADE HV ADJ pl"G BUSES PHF PEDS PEL>. Bur. ~hl'~. rv:.:'.;::. (~) (~) Y/N Nm Nb YiN rill n T EB 0.0il1 5.00 N 0 0 0. '31,-' S0 N J.. 4-. '-~ ,~ WB 121.121121 5.1210 N 121 0 0.90 5,,1 N 14.2, - NB 0.00 5.00 N 0 0 il1.9121 51t~ ;\i cd.d ~ SB 121.1210 5.121121 N 0 121 0.90 ::r0 r" ..:...:.3.8 :3 EB SIGNAL SETTINGS PH-1 PH-2 PH-3 PH-4 LT NB LT TH X TH RT X RT PO PO LT X SB LT TH X X TH RT RT PO PO CYCLE LEM5TH = PH-1 PH--,:;: i-'H'-3 120.I:;J f,O;-j-,+ WB X x LEVEL OF SERVICE LANE GRp. V/C G/C DELAY LOS APP. DELAY Hi-Ip. i....US EB T 0.827 0.233 31. 1 D 28.4 D R 121.504 0.383 20.3 C WB L 0.767 0.542 19.2 C d.6 ,. .0 T 0.474 0.775 -:;- ::' A ~. ~ SB L 0.797 0. 150 43.7 E 41.2 ,;0: R 0.402 0. 150 30.4 D INTERSECTION: Delay = 19.8 (sec/veh) V/C = 0.7b7 LOS = C 1985 HCM: SIGNRLIZED INTERSECTIONS SUMMRRY F,EPORT **********************************************************+*****.~********* INTERSECTION..BOYTON BLVD/I-95 SOUTHBOUND RRMPS RRER TYPE.....OTHER ANALYST.......SMP DRTE..........5/2~/88 TIME..........1989 PEAK SERSON COMMENT.......Bl~89P ---------------------------------------------------.----------".-----.-------- VOLUMES GEOMErHY EB WB NB SB EB W8 ~,jB :::.b LT ~ 7~5 ~ 376 T 12. 0 L 12. ~ -, 0 I- I,=: . I,J .i.;;:'. TH 1~~8 1325 ~ ~ T 12. ~ T 12. Q) 1-=:. 0 L 1.:"':. :il RT 4~4 ~ ~ 1'-'.-' T 1';:' ~ T 12. 0 ~ ..:: . 0 ~'< .i. ~::... l,,J c..c. ~. RR ~ ~ ~ ~ R 1 =, ~ 12. 1~1 12. iLl L.:. iL' ~. 12. Q) 12. 0 :....::. 0 i.'::. i,:) 1'-' ~ L:. 0 ~ -' 0 12. ~ c-. ...1.._& ---------------------------------------------------------------.------------ ADJUSTMENT ~-ACTORS GRADE HV RDJ PI-<G BUSES PHF PED3 P!:::u. 8U '-. J-H~r~. ;"y I::~-:: (;{.) (;(.) Y/N l\lrn Nb Y/N 1111 n -[ EB 0.~0 5.00 N I;) 0 0. '30 50 " 1.-+.3 ;, " WB 0.00 5.1210 N 0 0 IZi.90 50 N lLI-.3 -. -' NB 0.0~ 5.00 N 0 0 0. '30 51<) N ;.::\:3.8 ,:, SB 0.0~ 5.00 N ~ ~ Ill. '3~ Sill '" "::8.8 ;:, -------------------------------------------------------------------------- WB SIGNRL SETTINGS PH-l PH-2 PH-3 PH-4 LT NB LT TH X rH RT X RT PD PO LT X 5B LT TH X X TH RT HT PD PD CYCLE LENbfH = 1~0.0 PH-l ~1~-2 ~:-1--3 ~H-4 EB X x -----------------------------------------------------------.-----------.------- LEVEL OF SERVICE LRNE GRP. V/C G/C DELAY LOS APP. IA'::U-lY Aj:.'P. LOS EB T iZI.9~6 0.258 33.3 0 2.0.3 0 R ~.737 ~.4~8 22.2 C WB L 0.896 0.525 27.'3 0 11. <5 r; T ~.568 ~.775 3.7 A S8 L ~. '3~6 0. 15~ 52.7 E ,>a.i E R ~.5~5 ~. 150 33.5 D --------------------------------------------------------------------------- INTERSECTION: Delay = 23.2 (sec/veh) V/C = ~.91<l8 LOS = C 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ***********************************************************************~,** INTERSECTION..BOYTON BLVDII-95 SOUTHBOUND RAMPS AREA TYPE.....OTHER ANALYST.......SMP DATE..........5/20/88 TIME..........1989 PEAK SEASON COMMENT.......B1089PW WITH PROJECT --------------------------------------------------------------------------- , VOLUMES GEOMETHY EB WB NB SB EB WB l~f= ~~ .:;,C' LT 121 705 121 375 T 12. 0 L 12. IZi 1'::. 0 L . .', IZl .1.,;:.. TH 1032 1345 121 0 T 12. 0 r 12. 0 .;,2. IZ\ '- ~ ,.' 121 RT 414 121 0 132 T 12. 0 T 12. 0 1.':. 0 R 12. 12) RR 0 121 iZI iZI R 1 ~~. 0 12. IZ\ 12. 0 ., 1/1 . 12. Ii) 12. 0 1~. ill 1....:. I'=:} 12. 0 1,2. IZ\ ' .. 0 ::. ILl .I. 1.__ .~. ADJUST~lENT FACTOES GRADE HV ADJ PKG BUSES PHF PEDS j:.:IED. foU,. Hr'~, . -/- Y~~;E- ()I.) ()I.) Y/N Nm Nb Y I" rIll..n EB 0.1210 5.00 N 0 0 1<1. C:J0 50 N 14.~ 2, WB 0.00 5.00 N 0 0 0. '30 5 ill j\J L-4. ..::- ..; NB 0.1210 5.121121 N 0 0 0.9121 50 N 2",.8 -;' ~ SB 0.1210 5.1210 N 0 0 0. ':;0 ~lZI N ~8.d ..; EB SIGNAL SETTINGS PH-l PH-2 PH-3 PH-4 LT NB 1_ T TH X IH RT X RT PD PD LT X SB 1_ T TH X X TH RT RT PD PD CYCLE LENGfH = 120.0 PH-l PH-~ PH-3 ~'.~-4 WB :< ^ LEVEL OF SERVICE LANE GRP. VIC G/C DELAY LOC; APP. lkLHY ~~j:.p . LOS EB T 0.927 121.258 34.9 D 2-1.7 D R 0.755 0.408 2i.:::.8 C WB L 0.895 121.525 27.9 D 11. d E T 0.577 0.775 .. 7 A ~. SB L 121.905 0. 150 52.7 E 4b.~ l. R 121.555 0. 150 35.0 D INTERSECTION: Delay = 23.7 (sec/veh) V/C = 121. '31::> LUS = C 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ********************************************************..**********~*****+ INTERSECTION..BOYTON BLVD/I-95 SOUTHBOUND RAMPS AREA TYPE.....OTHER ANALYST.......SMP DATE..........5/20/88 TIME..........1989 AVERAGE ANNUAL COMMENT.......81089A ---------------------------------------------------------------------,----.-- VOLUMES GEO~Ir:: TRY E8 WB NB S8 EB WE< 1'<1.1 51::\ LT 0 6t='.-, 0 346 T 12. 0 L ~ ':J 0 12. 0 .l.'-::::. 1t'J ..J'::' ~~. ,- TI-! 946 1206 0 0 T 12. 0 T 12. iLl 12. Il.l L 12. ,.~, '.' RT 382 0 0 120 T 1'::' 0 T 12. 0 ; -~, 0 l~ 1:' I,) ~. .c:.. RR 0 0 0 0 R 12. 0 12. '" 12. (2.1 1':::. ~l 12. 0 .12.0 . -, 0 1.:'::. I(J loC.. 12. 0 12. I~ 1.:.:. Ii! . - f~) ....c.. ADJUSTMENT FACTORS GRADE HV ADJ PI-<G BUSES PHF PEDS PElJ. SU"l". j.:~ I~ !"\" rif:'..': (1-) (1- ) Y/N Nm Nb YiN fI1 i "('I T EB 0. 00 ~ 00 N 0 0 el. '30 50 N 14. ..J. ~ '. WB 0. 00 ~ 00 N 0 0 0. 90 50 N 1 't. 3 2- ..J. NB 0.00 5.00 N 0 0 0. '30 50 N '::'6. '" ,:, S8 0. 00 ~ 00 N 0 0 0. r::11Zl 50 j\j 23. co ..; ..J. ---------------------------------------------------------.-------------------- E8 SIGNAL SETTINGS 1='1-1-1 PH-2 PH-3 PI-I-4 LT N8 LT TH X TH RT X RT PO PD LT X 58 LT TH X X TH RT RT PO PO CYCLE LLNbTI-! = 1~0.0 ",'1+-1 i=':'1--...~ ~-'J+-j PH-<t W8 x X --------------------------------------------------------------------------. LEVEL OF :3ERVICE LANE GRP. V/C G/C DELAY LOS A..'P. DELAY Aj.:.'P. L(j", EB T 0.850 0.258 30.5 D ,~d. '" D R 0.597 0.408 21. 0 C WB L 0.828 0.525 22.'3 C ill!. ~1 ,- C! T 0.517 0.775 3.4 A 5B L 0.833 0. 150 45. '3 E 42.8 E R 0.595 0. 150 ?-:o- 7- D -...I..J.-..J -----------------------------______________ ___~_ __ ____ _ __ ___.__ _M._ _ _ ____ _ _ ___ INTERSECTION: Delay = 20.8 (sec/veh) V/C = 0.842 LOb = C 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT *********************************************************'k**************** INTERSECTION..BOYTON BLVD/I-95 SOUTHBOUND RAMPS AREA TYPE.....OTHER ANALYST.......SMP DATE..........b/2~/88 TIME..........1989 AVERAGE ANNURL COMMENT.......B1~89AW WITH PROJECT ----------------------------------------------------------------,------------- VOLUMES GEDr'iET RY EB WB NB SB EB .JB ~Hj Q8 LT ~ 552 ~ 345 T 12. ~ L 12. 0 12. iii L .i2. Ij TH 970 1226 ~ \11 T 12. ~ T L'::. 0 L,. l/.I '- 12. III RT 392 ~ 0 13~ T 1 =, 0 T 1 -. 1<1 , Iii R 12. iL~ '-. c. .1.0.:.. RR 0 0 0 0 R 12. 0 12. 0 12. iii i..::. . I,J 12. ~ 12. iii .1.,.-..:. Ii: 1,:: . " ~, 12. 0 L~. 0 L-::. 121 1..2. il.~ -------------------------------------------------------------------------.-. ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS P'ED. bUT. ~ll-\F:. ) YPE (1.) (1.) Y/!\I Nm Nb Y/N rn 1 'fl EB ~.~~ 5.00 N 0 0 ~.9~ 50 N 14.2. .j WB 0.~~ 5.1210 N 0 ~ 0.90 5 III N 14..j ,~ !\IB ~.~~ 5.00 N ~ 0 1ll.91lt :00 N 28.d :0 SB ~.0\11 5.~~ N 0 <) 0.9~ 50 !\I ,.:::8. J .~ WB SIGNAL SETTINGS PH-l PH-2 PH-3 PH-4 LT NB Lr TH X TI-I RT X RT PD PD LT X SB LT TH X X TH RT I'lr PD PD C',CLE LENGi'~i = 1~0.0 PH-l PH-2 Pr-;--2, ;::';'-i-4 EB ;< x LEVEL OF SERVICE. LANE GRP. V/C G/C DELAY LOS HPP. Dl':LA'{ q~;P. 1_0::; EB T 121.872 0.258 31.4 D 28.8 D R 0.715 0.4~8 21.5 e WB L 0.828 0.525 22.9 C 10. !Li b T 0.526 0.775 3.4 H SB L 121.833 0. 150 45.9 E 42.9 t:. R 0.545 0. 150 34. 7 D INTERSECTION: Delay = 21.2 (sec/veh) vie = 0.848 LUS = C 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ******************************************************************.~******* INTERSECTION..BOYTON BLVD/I-95 NORTHBOUND RAMPS AREA TYPE.....OTHER ANALYST.......SMP DATE..........5/20/88 TIME..........1988 PEAK SEASON COMMENT.......B1188P -------------------------------------------------------------------~------- VOLUMES OEDl"'::: TRY EB WB NB SB EB WI.< Nd LT 371 0 504 0 L 12.0 1- 12.0 L 12. III TH 873 1260 0 0 T 12.0 T 12.0 L 1':":. ILl RT 0 301 375 0 T 12. JZI r 1 ;=:. 111 R 12.1'0 RR 0 0 60 0 12.0 R 12.0 12.0 12.0 1..::.0 ~2. !,.:) 12.0 12. III 1 c. IL~ '::.b 12.1'1 1..~. I!l 1 .:::.. .;~'1 1.::. if.! 12. IL'i 1":':. 1.0 -----------------------------------------------------------------.-------.----- ADJUSTMENT FACTORS GRADE HV ADJ Pl-<G BUSES PHF PEDS PElJ. BUT. ;:'1F r~'.. T"{;C',::: (1-) (1- ) YIN Nm Nb Y/N rnin 1 EB 0.00 5.00 N 0 0 ill. ':;0 ::"::It.:J N ':'4.3 .:; WB 0.00 5.00 N 0 0 0.90 50 N 1 L~.. .:- 2, NB ill. 00 5.00 N 0 0 0. '30 5 III N .::.L~. 6 '" SB 0.00 5.0121 N 0 0 1lI.9i(l 5Q1 N ":"8.3 '" EB PH-1 X X PH-2 SIGNAL SETTINGS PH-3 PH-4 C'{CLE LiCNb TH = 1212i. lLi WB LT TH RT PD LT TH RT PD X NB LT TH FT t='D SB LT TH F<T PD I='H--1 X PH-,,,:: ):'i-\--J F'H--,.j> x X X LEVEL OF SERVILle LANE GRP. VIC GIC DELAY LOS APP. DELAY ~i1...'P. LOS EB L 0.724 til.342 2'3.4 D 12.5 I.< T 0.430 0.675 5.8 B WB T 0.877 0..=...:...:0 2'1. 7 D ,2'+.3 C R 0.384 121.583 8.8 B NB L 0.873 0.250 40.2 E 42.6 c. R til.938 121.250 47.6 E. INTERSECTION: Delay = 24.9 (sec/veh) VIC = 0.837 LUS = C 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT *******************************************.~********************.~********* INTERSECTION..BOYTON BLVD/I-9S NORTHBOUND RAMPS AREA TYPE.....OTHER ANALYST.......SMP DATE..........5/2121/88 TIME..........1988 AVERAGE ANNUAL COMMENT. ......Bl188A ------------------------------------------------------------.--------------- , VOLUMES GEO~lETRY EB WB NB SB EB WB NB 58 LT 347 121 561 121 L 12. 121 T 1 ::. 0 L -, 0 1.2. i,J .~. .i. ~~. TH 815 1157 121 121 T 12. 121 T 12. ill L L.:.:. iLi . -. li.l .1,.::. RT 121 278 345 121 T 1':-" 121 T 12. 0 R 12. 0 1,~. l..:.! ~. RR 0 121 5121 121 1 =, 121 R 12. 0 L::. ~1 1 :.' lit ~. " ~. 12. 121 . -, 0 L'::. \<1 L::. 1.:.1 .1,.::.. 12. 0 12. "j 12. 0 IC:. Q) ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF Pl::D~ ,:'1.:.0. BU (. AI'''',. TYPE (lG) (lG) Y/N Nro Nb Y/N rIlln T EB 0.121121 5.00 N 121 0 0.90 51l.1 N 1"'1-.3 ,:, WB 121.121121 5.00 N 121 121 121.90 5121 N ~, _. ~ J...... .:.. NB 121.121121 5. illiZi N 121 0 0. '30 50 N ..=:3. a .3 SB 121.121121 5.121121 N 121 121 0.90 ::,!l1 N cd. ,3 ~ EB SIGNAL SETTINGS PH-1 PH-2 PH-3 PH-4 LT X NB LT TH X X TH RT fn PD PD LT 58 LT TH X TH RT X RT PD PD CYCLE LENGTH = 1~0.0 H~-l PH-~ PH-3 ~ri-4 X x WB -------------------------------------------------------------------------.- LEVEL OF SERVICE LANE GRP. VIC G/C DELAY LOS A~'P. DcLHY A~JP. LO", EB L 121.577 0.342 27.9 D 12. 1 8 T 121.41211 121.575 5.7 B WB T 121.813 0.333 .::>c:: 0:::- D ..:.c.......J C '-.....J...J R 121.355 0.583 8.5 B NB L 121.811 0.250 36.5 0 .i.G. '-3 D R 121.851 121.250 37.5 D ---------------------------------------------------------------------------- INTERSECTION: Delay = 22.5 (sec/veh) V/C = 121. T13 LU", = C 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..BOYTON BLVD/I-95 NORTHBOUND R8MPS AREA TYPE.....OTHER ANALYST.......SMP DATE..........5/20/88 TIME..........1989 PEAK SEASON COMMENT.......Bl189P -------------------------------------------------------------------.------- , VOLUMES GEOMETRY EB WB NB SB EB WB NB Sb LT 454 0 665 0 L 12. 0 T 12. \11 L :i..2.JZI 1,~ . iiJ TH 953 1345 0 0 T 12. 0 T 1,,::. (/) L 12. ~I 1'::'. 0 RT 0 315 ,392 0 T 12. 0 T 12. 0 " :i. ~.:: . \11 1 ~~. III RR 0 0 60 0 1':' 0 R 12. Ql L::. et 12. 0 ~. 12. \11 ' -, ill -, (~ ' -, Iti ,l,::'. .I.e.. ..i. ~:. . 12. 0 12. l1 1 :. li L:":. ~i ADJUSTMENT FACTORS GRADE HV ADJ PI~G BUSES PHF PEDS ,:',,=:!). GU-I-. r.:~ (~f\. rYi-: :::: (;<:) (;<:) Y/N Nm Nb YIN 1111 '1"1 -; EB 0. 00 ~ 00 N 0 0 0. '3121 5 III N 14. .., ..J. .. WB 0. 00 5. 00 N 0 0 0. 90 50 N 14. .., .., NB 0. 00 ~ 00 N 0 0 \11. 90 50 N 2.8. S .., ..J. SB 0. 00 5.00 N 0 0 0. 90 50 N cd. b ::; ------------------------------------------------------------------.---.--------- EB SIGNAL SETTINGS PH-1 PH-2 PH-3 PH-4 LT X NB LT TH X X -f1-l RT RT PD PO LT SB LT TH X TH RT X RT PD PD CYCLE LENGTh = 1~~.0 PH-l X PH-2 I: :-1--3 PH-:I- x WB LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. Dt::LHY H~-'P. LOE.; EB L \11.885 0.342 39.2 D 16.4 C T 0.459 0.575 5.1 B WB T 0.937 121.333 31.3 0 '::1.4 D R 0.402 0.583 8.9 B NB L 0.961 0.250 50.4 E 1:.'.... I:::' -.lc,.....J c:c R 0.988 0.250 56.9 E INTERSECTION: Delay = 29.7 (sec/veh) vIe:::: 0.9-.:'12 LOS :::: D 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT *************************************************~***********.~****+******* INTERSECTION..BOYTON BLVD/I-95 NORTHBOUND RAMPS AREA TYPE.....OTHER ANALYST.......SMP DATE..........5/20/88 TIME..........1989 PEAK SEASON COMMENT.......Bl189PW WITH PROJECT ---------------------------------------------.-----------.----.----------------- VOLUMES GI::,Oi~ET kY EB WB NB SB EB WB !\lEi SE, LT 455 0 574 0 L 12. 0 T 1 -, "' L 12. ILl 12. e, L:.:.. TH 955 1355 0 0 T 12. 0 1- 12. 0 L_ 1.::.. 0 1.:' 'ii .....-.. RT 0 315 332 0 T 12. 0 T 12. ill k 1 :< ILl 12. VJ "~. RR 0 0 50 0 : 12. 0 R 12. 1/.1 ", 1/.1 ::> iil ,~. .L'_" 12. 0 12. ill 12. ill ~ :-' C' J.I.-. 12.0 12. 0 12. 0 J.,:::. :,D --------------------------------------------------------------------------- ADJUSH1ENT hiC mfiS GRADE HV ADJ PKG BUSES PHF PEDS PED. ]:;,UT. (.1j.H..:. i .,' ~:I i::.. (10 ) (:I.) Y/N Nrn Nb VIi\! rll i Y'l r EB 0.01Z1 5.00 N 0 0 0.90 5121 N 1 It. 2. ., WB 0.00 5.00 N 0 0 0. '30 5tZl N _ i+. :3 ~, NB 0.00 5.0121 N 0 0 0.90 ~0 N 28.8 ~ SB 0.00 5.00 N 0 0 0.90 5 III N ",d.c> :i, ---------------------------------------------------------------.----------- x X NB LT TH IH PD SB LT TH RT PD PH-l X ;-'H-2 ;:-H--2 ll:::\LI. .Z! ::":-+-4 EB PH-1 X X PH-2 SIGNAL SETTINGS PH-3 PH-4 CYCLE LG'm c;~ = WB LT TH RT PD LT TH RT PD X ;( ______________________________________________________---------.-______0_____-- LEVEL OF SEFNICE LANE GRP. V/C G/C DELAY LOS API='. D'"LAY ~~P~) . UJS EB L 0.907 121.342 41. 7 E 17. ::,; L T 0.475 0.575 5.1 8 WB T 0.944 Ill. 333 32.0 D 2b.1l1 [> R 0.402 0.583 8.'3 8 NB L 0.974 0.250 52.8 E 54.1 E R 0.98B 0.25121 56.'3 r::: --------------------------------------------------------------------------- INTERSECTION: Delay = 30.6 (sec/veh) Vie = 0. ,342 UJS = D 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT *********************************************************************.~**** INTERSECTION..BOYTON BLVD/I-95 NORTHBOUND RAMPS AREA TYpE.....OTHER ANRLYST.......SMp DATE..........5/20/88 TIME..........1989 AVERAGE ANNUAL COMMENT.......81189A VOLUMES GEOr;'ETi~Y EB WB NB S8 EB WB j,lt; ::Jt3 LT 423 0 520 0 L 12. 0 r . " 0 L ' . 1/.1 " 'J Le. .l. ~-:. M iC_.. TH 880 1247 0 0 T 12. 0 1 1 :.' iii L 1..:.:. U 1 ce. l' "~. RT 0 i~91 362 0 T 12. 0 r :2. iZI " .. ~~ .. I,) . " I;J -1.1::'. RR 0 0 50 0 1 c~. 0 R 12. 0 L::. 1(1 1 c:.. ~, 12. 0 e ~, "" " 12.'1 J,_-::. I,) 1. c... _1.__ 12. 0 12. 0 ~ 2. ll,l L:':. iii ADJUSTMENT F RCTlmS GRADE HV ADJ PKG BUSES pHF j:'f'::DS i:II:::D. BU 1-.. Hi~;\. -j 'r :.:. ~~ (,,) (,,) Y/N Nrn Nb Y/N fill "(1 1 EB 0.00 5.0121 N 0 0 iZI. '0:0 50 i\l .... ,,+. ,~ ,j WB 0.00 5.00 N 0 0 0. 9 ill 50 N 1 Lt. " -, NB 0.00 5.00 N 0 0 0.9\11 50 N ,'.':..:3. a ., .~ SB 0.00 5.00 N 0 0 0.90 5121 N "-'=l.b :, EB pH-l X X PH-2 SIGNAL SETTINGS pH-3 PH-4 CYCLe. Li:.:.i;,)bli-j ;;:;: WB LT TH RT PD LT TH RT PD x Nl::< LT TH RT pD SB LT TH RT PO PH-l X ~::-l--2 1-';~1 uj L::O. iLl ;::'H-'~,+ x x x LEVEL 0'- 3ERV I cr.:: ,- LANE GRp. V/C G/C DELAY LOS APP. DELAY ~i;_'~l. LOS EB L 0.845 0.333 36.3 0 15.8 C T 0.444 0.558 b.5 8 WB T 0.891 0.325 28.7 D . ,.._~ -, 0 ":'..J.":' R 0.355 0.5'32 8.4 B NB L 0.840 0.257 35.8 0 36.5 D R 0.843 0.257 35.7 D INTERSECTION: Delay = 24.7 (sec/veh) VIC = 0.8'-'1 LOS = C 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..BOYTON BLVD/I-95 NORTHBOUND RRMPS ARER TYPE.....OTHER ANALYST.......SMP DRTE..........5/20/88 TIME..........1989 AVERAGE ANNUAL COMMENT.......Bl189AW -----------------------------------------------------------------_._-~------ VOLUMES GEO~lE r ,TY EB WB NB SB EB WJ::< Nt.' LT 434 0 629 0 L l.~.ill T 12.0 L- 12.0 TH 893 1258 0 0 T 12.0 T 1"::. li.1 , 12. ILl ~ RT 0 291 362 0 T l.~.ill r 12.0 " 12.0 RR 0 0 50 0 12.0 R 12. III 12. III 12.0 12. ill :.,:::. III 12.0 12.0 1 ic. 0 ~:)b 1 ~~. l?j 1_~:. iLl i _~~. lZl 12. It! 1.,2.1/\ 1~. ~:i RDJUSTMENT FACTORS GRADE HV RDJ PI-(G BUSES PHF t-='ED::3 ~tEU. 8U i. HHH. rvp,.: (~) (,,) Y/N Nrn Nb Y/N fill!"! T EB 0.00 5.00 N 0 0 ill. 'Sill 50 N .:.'+.~ ., WB 0.00 5.00 N 0 0 0.90 50 N 1 Lt. 2, -' NB 0.00 5.00 N 0 0 0. Sill 50 N .::.d.6 .:, SB 0.00 5.0121 N 0 0 0. 9 ill Sill N ..::8.S - EB PH-l X X PH-2 SIGNAL SETTINGS PH-3 PH-4 CYCLE LL-NblH = 1~~.0 WB LT TH RT PD LT TH RT PD X NB LT rH fiT PD SE' LT TH RT PD PH-1 X PH--=: i-':-1-3 ~'r-i--i+ X X X LEVEL 0'- SERVICE ,- LANE GRP. VIC G/C DELAY LOS ~IPP. Dt::U-lY f-ll-q:'. LOS EB L 0.858 0.333 38. 1 D lG.5 C T 0.451 0.558 6.5 B WB T 0.899 0.325 2'3. 1 D ,'::5.5 D R 0.355 121.5'32 8.4 B NB L 0.852 0.257 37.5 0 .:,7.0 D R 0.843 0.257 35.7 D ------------------------------------------------------------------------------ INTERSECTION: Delay = 25.2 (sec/vehl VIC = 0.81'4 LOc.; =:: D 1985 HCM: SIGNALIZED INTERSECTIONS SUMMAF:Y REPORT *******.**.*********.*.*****.********.*************.*.*.**...*............ INTERSECTION..WuuLBRIbHT/CUNGKESS AREA TYPE.....OTHER ANALYST.......JG8 DATE..........6/20/8S TIME..........19S8 PEAK SEASUN COMMENT.......B1388P LT TH F: T RR EB 4:' VULUMES ~"B NB 274 ':.0, 14 :::95 40:2 179 u 0 1 1 o 58 ,-:,.,.... ~::. .~'...... '");;;;: "';"'-' 466 .26 (> i..:lt:-.I.JI'-il::.II"':Y L T r': t:.b 1:) U l.....:.U 12.u I'" 0 l.2.u 12.'-' l.....:.U l:':":.U 1.:.'-' 1"10' L..'l.... (<J" L T l~~. \) l......U L 1 '..:....'1 ~ __ I) ~: 14'-, I) 1":::. i) 4..;".' ~, " .L .,_. '.) ....' 'J 1 ._. ( I n_ t) l.......U , " ;..... . -------------------------------------------------------------------------- AiJJUbT MeNT F- HI.2Tuh'o GF:AD!:O:: H''! HDJ Pf':G BU:::iI::.S i-<HF-- !-'t:.U::3 f-"t:.L . .dU i !-;,~ . e .- t:. (I.) (I.) YI f'J i"~m No y./ r'~ iT1l n E8 (I. (JO ~. UO I~ U 0 U. '-TU ::JU ,.j ::! '-'. .........,. WB (l. 00 ~. 00 N (> U u. 9r) :::u f'J r-,.... L' '-'. -' . N8 l). 00 ~ uO ~j 0 U l). 9u ~}u ,.j ..........'. :3 ,-" .. SB U. O(J S. Ol.' N '-' '-' (). 9() 5u f'J ..;..-'. 8 . -------------------------------------------------------------------------- EB F'H-l LT X TH X RT X F'D l. T X TH X RT X F'l) F'H-:2 SIGPJi-'IL bETT I r'jbs F'H-3 F'H-4 WB Nt:< I-'H-l LT IH hT f-'l) LT X fH X HI X r'D L ..,. eu::. Lt:.Ni":': [-! ::::: ~"-!-,": !..-;'-!- i- '-j'-;4 =.B X X :< x X -------------------------------------------------------------------------- x LANt: Gf-'f". l/IL G/ roo. w E8 L o. :::'::,r) (). :31 1 T o. 051 o. 31 1 1-\ o. 062 I). :c: 1 1 WB L u. 6.0,7 u. 31 1 T o. u28 O. 51 1 R O. 691 O. 4' ., N8 L (, 1 (11 u. 46 ., '-'. , T C). 8(17 O. 46'7 R 0 286 O. 4'''' b. SB L o. 049 O. ~i8Y T o. 501 0. 589 R u. 014 O. 589 L~V~L uF bEH\jlL~ L't:LH y L, L)eo Id.~ C 14.0 b 1". 1 t:< 2:'.1 C 1 c:. '7' 13 1::0.2 C f-~r'~'. L':-:.L::-:" 1 1 I " ~., lb. 8 L; '? . .0, t:< ~ 0 1" w. .' ., c' B ~ 0 H "'. ......,'-" . .-. --' .L "~' .t 1.'-: 1 '= .c. L t:'"J.tJ I'; b.c l:: INTERSECTION: --------------------------------------------------------------------.------ L.u;:: :::: ~ Delav = 13.5 (see/ven) 1,,// L ::::: u. /:-..8 1985 HCM: SIGNALIZED INT~RS~CTIuNS SUMMARY FEPOF'T .......................-..........-.........-....**.*..................... INTERSECTION..WOOLBPIGHr/CUNbRE~S AREA TYFE.....OTH~R HNALYST...... .JGB DATE..........6/20/88 TIME..........1988 AVERAbE ANNUAL COMMENT.......B13~8A ---------------------------------------------------~----------------------- LT TH RT RR EB 40 \jULUMES i4B NB 2'76 .24 1...... 562 378 168 (\ (! 1 ,.., 0 1.2.0 1 r', U 12.\) IS' 0 S8 218 441 1') () El:J L 1 F: 1.2 '.J L T f-: ~- _.' 24 (} !,.Ji:.-_ur'jl:,l kY i"b 1.2. U 1_ 1.2. (' "j 1.2. I) ~: f'~ ,r:: ~- ;-< 1...... F.) 1..... (J 1 ~_ " ; I I 1 ._ ~ t. "I~. -,_I -' l_.U Le. ( 1.2.0 l' ,.' () 1 "_,. f) .:.......:. '.) 1..... I 1 .,.~ . ( ) 1_ 1\ 1.~..:. f) -------------------------------------------------------------------------- ADJUSTMt::NT FACTUhb (,RADE HV ADJ Pf,G 8U::::ES F'HF F't::U;3 t-"I:.U. dL! r HI-'~'. I ~ r-'!- (/0) ( ~~ ) y II'~ ~,m Nb y I r'~ mln 'I EB 0. 00 5.00 N '-' 0 o. "":0 50 N .........J. d "~' WB 0.00 ~. 00 ~~ 0 0 (.1. 9(J ~i(1 ~I r",~_ i:::; c' '-'. .....'-. I"~B o. 00 5. Ou r'~ (1 0 o. '-IU 50 I,j -~. :cJ .S 58 (J~ 00 ~. 00 N U 0 u. 9u :::1) I', :;':.. 8 .....J ~ -------------------------------------------------------------------------.- EB F'H-l LT X TH X RT X PD LT X TH X fn X PO SIGNAL 51::. TT H",lb~ F'H-:; f-'H-4 F'H-2 WB Nt) Li II'i Fn r'O Be< LT IH Fn f-'j) C T U_l::. L_::.;.~t:;,: H ::: c., !-'H-1 r-'I-f-,.2 ,_"....l_ ...."-j.-,;".\. :< x ., " '( X X , , v " --------------------------------------------------------------------------- Ll::\/l::.L uF :::",0<'1 I LC: LANE GRF'. V/C G/C IkLAY Lue:; EB L f)~ 270 t) . :1 1 ' -, 9 C "' . T O. 04'/' O. 31 1 1 4. (> b .' P O. ~)5 "7 (1. 3i 1 1.~ . u 8 WB L O. 667 0 :: 1 1 r-,'" (J L . .-.,;:.. T u. 0:26 u. T, 1 , ";:'. 't l3 .' " " R o~ 6::iO (I. 4c::2: 1 4. 4 b r.~B L () . US7 O. 46'7 I o. 1 t3 T o. 762 (J. 46'7 1:::,; . 4 L F: (\ 2:S~:3 U 4.~] '7 :j 8 .' . . 5B L o. 049 O. 589 '- 0 b ~. T I) . 47'+ O. "".w';;:I :' ~) l3 .....~ , R o. 01:3 O~ :=:89 1::;: 0 H ~. f"H~'r-'. Lit:.LA T .1 ~ ~ .:~ r;,:.- r-' ~ Lt_ n. I' 1"7 W L. 1 ~;. '-9 1'3 6.7 L '.' I 1\~TEFtSECT I Df'~: Dela~::: 1':.0 (S2C/.'2~) ----------------------..---------------------------------------- LL.::.:: ::: E., \.! C. == (-'.71::5 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..WOOLBRIGHT/CON~RESS RRER TYPE.....OTHER ANALYST... ....JGB DATE..........5/20/88 TIME..........1989 PEAK SEASON COMMENT.......B1389P -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB EB WB NB SB LT 47 292 28 290 L 12.0 L 12.0 L 12.0 L ,12.0 TH 27 15 712 501 T 12.0 T 12.0 T 12.0 T 12.0 RT 28 457 191 12 R 12.0 R 12.0 T 12.0 T 12.0 RR 0 0 0 0 12.0 12.0 TR 12.121 TR 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE ( ,,) (" ) Y/N Nm Nb Y/N mi rl T EB 0.00 5.00 N 0 0 0.90 50 N 25.8 3 WB 0.00 5.00 N 0 0 0.90 50 N 25.8 ~ NB 0.00 5.00 N 0 0 0.90 50 N 25.8 ~ SB 0.00 5.00 N 0 0 0.90 50 N 25.8 ~ -------------------------------------------------------------------------- NB CYCLE LENGTH = 90.0 PH-l PH-2 PH-3 PH-4 LT X TH X RT X PD LT X X TH X X RT X X PD EB LT TH RT PD WB LT TH RT PD PH-l X X X PH-2 SIGNAL SETTINGS PH-3 PH-4 X X X SB LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB L 0.485 0.322 21.3 C 17.2 C T 0.053 0.322 13.5 B R 0.065 0.322 13.5 B WB L 0.594 0.322 23.3 C 1 C'" --, C w.e. T 0.029 0.322 13.5 B R 0.639 0.544 10.3 B NB L 0.119 0.355 14.8 B 15.8 C TR 0.509 0.355 15.8 C SB L 0.489 0.578 9.3 B 7.0 B TR 0.247 0.578 5.1 B INTERSECTION: Delay = 12.7 (sec/veh) V/C = 0.748 LOS = B 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..WOOLBRIGHT/CONGRESS AREA TYPE.....OTHER ANALYST... ....JGB DATE..........5/20/88 TIME..........1989 PEAK SEASON COMMENT.......B1389PW WITH PROJECT -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB EB WB NB ,SB LT 47 292 28 292 L 12.0 L 12.0 L 12.121 L 12.121 TH 27 15 722 512 T 12.0 T 12.12' T 12.0 T 12.0 RT 28 458 191 12 R 12.0 R 12.121 T 12.121 T 12.0 RR 0 0 0 0 12.0 12.0 TR 12.121 TR 12.0 12.12' 12.0 12.0 12.0 12.0 12.12' 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE (" ) (" ) YIN Nm Nb YIN miY'1 T EB 0.00 5.00 N 0 0 0.90 50 N 25.8 3 WB 0.00 5.00 N 0 0 0.90 50 N 25.8 3 NB 0.00 5.00 N 0 0 0.90 50 N 25.8 3 SB 0.00 5.1210 N 0 0 0.90 50 N 25.8 '"' -------------------------------------------------------------------------- NB CYCLE LENGTH = 90.0 PH-l PH-2 PH-3 PH-4 LT X TH X RT X PD LT X X TH X X RT X X PO EB LT TH RT PO WB LT TH RT PD PH-l X X X PH-2 SIGNAL SETTINGS PH-3 PH-4 X X X SB -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. VIC GIC DELAY LOS APP. DELAY APP. LOS EB L 0.558 0.311 24.9 C 19. 1 C T 0.055 0.311 14.0 B R 0.067 0.311 14. 1 B WB L 0.717 0.311 24.5 C 20.8 C T 0.031 0.311 13.9 B R 0.804 0.433 18.7 C NB L 0.090 0.457 10.2 B 10.7 B TR 0.459 0.457 10.7 B SB L 0.709 0.589 17.2 C 11. 9 B TR 0.311 0.457 9.7 B -------------------------------------------------------------------------- INTERSECTION: Delay = 14.1 (sec/veh) V/C = 0.727 LOS = B 1985 HeM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..WOOLBRIGHT/CONGRESS AREA TYPE.....OTHER ANALYST.......JGB DATE..........5/20/88 TIME..........1989 AVERAGE ANNUAL COMMENT.......B1389A VOLUMES GEOMETRY EB WB NB SB EB WB NB ,SB LT 43 294 25 271 L 12.0 L 12.0 L 12.0 L 12.121 TH 25 14 577 507 T 12.0 T 12.0 T 12.0 T 12.0 RT 26 441 179 11 R 12.0 R 12.0 T 12.0 T 12.0 RR 0 0 0 0 12.0 12.0 TR 12.0 TR 12.0 12.0 12.0 12.121 12.0 . 12.0 12.0 12.0 12.0 . ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE (" ) (" ) YIN Nm Nb YIN min T EB 0.00 5.00 N 0 0 0.90 50 N 25.8 3 WB 0.00 5.00 N 0 0 0.90 50 N 25.8 ,:, NB 0.00 5.00 N 0 0 0.90 50 N 25.8 3 SB 0.00 5.00 N 0 0 0.90 50 N 25.8 ,:, -------------------------------------------------------------------------- NB CYCLE LENGTH = 90.0 PH-l PH-2 PH-3 PH-4 LT X TH X RT X PD LT X X TH X X RT X X PD EB LT TH RT PD WB LT TH RT PD PH-l X X X PH-2 SIGNAL SETTINGS PH-3 PH-4 x x x SB LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB L 0.417 0.311 20. 1 C 15.8 C T 0.051 0.311 14.0 B R 0.052 0.311 14.1 B WB L 0.715 0.311 24.5 C 19.9 C T 0.028 0.311 13.9 B R 0.758 0.433 15.9 C NB L 0.072 0.457 10. 1 B 10.5 B TR 0.440 0.457 10.5 B SB L 0.450 0.589 9.0 B 9.3 B TR 0.258 0.457 9.4 B INTERSECTION: Delay = 13.0 (sec/veh) VIC = 0.554 LOS = B 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..WOOLBRIGHT/CONGRESS AREA TYPE.....OTHER ANALYST.......JGB DATE..........5/2121/88 TIME..........1989 AVERAGE ANNUAL COMMENT.......B1389AW WITH PROJECT VOLUMES GEOMETRY EB WB NB SB EB WB NB ,SB LT 43 294 25 273 L 12.121 L 12.0 L 12.12' L 12.0 TH 25 14 687 518 T 12.121 T 12.0 T 12.0 T 12.0 RT 26 442 179 11 R 12.0 R 12.0 T 12.0 T 12.0 RR 0 0 0 0 12.0 12.0 TR 12.0 TR 12.0 12.121 12.0 12.12' 12.121 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE (" ) (" ) YIN Nm Nb YIN rn i YI T EB 121.00 5.00 N 0 0 0.90 5121 N 25.8 3 WB 0.121121 5.00 N 0 0 0.90 5121 N 25.8 3 NB 0.1210 5.00 N 0 0 121.9121 50 N 25.8 ., ~ SB 121.0121 5.00 N 121 0 121.90 50 N 25.8 3 EB LT TH RT PD WB LT TH RT PD PH-l X X X PH-2 SIGNAL SETTINGS PH-3 PH-4 NB CYCLE LENGTH = 90.0 PH-l PH-2 PH-3 PH-4 LT X TH X RT X PD LT X X TH X X RT X X PD X X X SB LEVEL OF SERVICE LRNE GRP. V/C GIC DELAY LOS APP. DELAY RPP. LOS EB L 121.419 121.311 20.1 C 15.8 C T 121.051 0.311 14.0 B R 121.12162 121.311 14. 1 B WB L 121.716 121.311 24.5 C 19.9 C T 121.028 121.311 13.9 B R 121.760 121.433 17.0 C NB L 121.12173 121.457 1121.1 B 112l.5 B TR 0.445 0.457 1121.5 B SB L 121.486 121.589 9.5 B 9.5 B TR 121.254 121.457 9.4 B INTERSECTION: Delay = 13.121 (sec/veh) VIC = 121.552 LOS = B 1985 HCM: SIbNALIZED INrE~5ELlluN5 SUMMAF~Y REF'OR T ..........,*..........,.".**",**"",,*,*,**.,**..,.*'*..............,.. INTERSECTION..GULF ICUNbRESS AREA TYF'E.....OTHER ANALYST.......JG8 DATE..........6/2u/8~ TIME..........1988 PEAK sEASUN COMMENT.......B14bbP VOLUMES bt:.Ui-I!::. 1 h'Y EB W8 N8 bt:l E:,t:: (,to r.-~ c: LT 130 64 94 6'7 L 1",'" U L L:. u , , ') ~ .l. ._" TH '-,~ro:' 26:2 =,40 446 Tk' L:. 0 Th r:.:..U " h L... I ,,;,. -..;.. , F:T 81 70 97 196 1:2. '-' L.:. u L'::. , , RR 0 <) 0 r:, l' , (', l' I) L.. " 1"J ,) 1 'I' 'J l.~ . , , , 12. 0 L.:.u L:.. U ~ - 1.,_ ~ I) i ~ 1...... U L .~_ . .} 1. ~. '.' 1..":. <) ].:.:.., i; ADJUSTf1t:.NT r ALTUH'::: GRADE H', ADJ F'f.. ' 1.5 BU::;ES F'HF F'!:::L:'::3 !-'!::.:J. "jL' I . >-Ir'i"'. 7'~ t::. (I.) (f. ) Y/N Nm f'<b '.1 ! f'~ rT"!ln I EB o. 00 = uu N (> 0 (). 90 ::JU !.J 1 .J ::l ..:. '-'. . WB O. 00 '" 0(' N 0 0 o. 9U ~:U f.j 1'... ::: w. NB O. 00 '" C)l) N (> 0 u. "';0 ='U !,.J 1 .J ::l ..:. '-'. . SB o. 00 5.00 N 0 0 O. 9U ~;u t, ~ 1 - " .:;, ~ -------------------------------------------------------------------------- EB F'H-l X F'H-,2 SIGr"AL 5:ETTH~b::' f-'H-3 ~'H-4 l..... ".....LJ::"~ L::.: ~'..:; H ::;:: ,'_I j-'H-l ~'H-~ ;- '-t-<~ . WB LT TH RT F'O LT TH RT PD v ^ N~' '.' L~ i !H f.i i x X ". x X X X be r'U !" i iH f..:! r'D x J ., . LANE GF:F' . li/e G/C EB L (I. 1 ":. <= o. ,,:,\)0 ";'W Tk O. 8U"I'" (! . 2::';6 WB L O. 1 -"";::' U. .3UO .";....J . TF: o. 849 o. 2::;6 NB L O. 170= o. 567 ...:'...; TR (J. 79u o. c;;-'...... .....l..;;,"- SB L 0. 1 -,= u. 567 .,;;.....J TR O. 816 , .. , 1;:::' . .....'....,,;.. LEVt:.L uF St:.~VIL~ Dt:.LA'j LUb 1 :., . 'j c~ :::6.6 L' 17.~ C 2'-='.:: L' f-~;-'!-. L'I::.Lf.4 Y I"~ .. '- ; ',- . ~'-". ..:..~'+.. U <.; u ;'. I) t:i l: t:< L 1.";.. .~, .tj 1 '!. 2 "7.u It;.2 14.+ .t:l I ~HEF:SECT I Of'l: Velav;::: Its.l (sec/veh) l,j'/C ;::: U. bt::'::, LL':: ::;; L, 1985 HCM: SIGNHLIZED IN1ER~ECTIUN5 SUr1MH~"{ REF'ORT ***1*'**'*1'11...'***"********,,*,,,*,***"*"""'"""~~"""',f*'.*' INTERSECTION..GOLF /CDNGRE~S AREA TYPE.....OTHER ANALYST.......JG8 DATE..........6/20/88 TIME..........1988 AVERAGE ANNUAL COMMENT.......8148~A EB LT 124 TH 218 F:T 76 RR c<, .' \jDLU~lES l,8 NB 60 88 246 545 67 '-71 () 0 l:lt:.Ul":t:'1 H { 5B E8 Wi:< rJt< ;::.::: tH:::. f_ 1 ",'" 0 L 12. u L 1..::.. L l.~ , ) 419 TF' 1 ':' (\ T~ 12. I) T)-' 1 (.! T..... 1~ ; ~. " 1~6 1.2. U 1 ., U ' ' . , 1 " , ) '- . ......;... ~ .. (; 1 ".... 0 1~. , , , , , 1 ......, , " "'-." 1 :") U 1 -) U 1 , , 1 ~. , ) .I.";". ~. , ., 12. () 1 -, () , , , " .:... .l.___"' ?-,uJU::O TMEr'iT r ~l":;'TU~' '= GRADE Hl,,/ ADJ F'Fi3 tlUSE'3 F'HF r't::.U;:3 '-'t:..i.J. ~j~ I" I-'!r .- . ., (I.) ("/\ Y .' r'~ Nm r",lb y ; r'l 1Ti.:. n I EB o. U() 1::." 00 N I) ) \) '..fl. , .7:iU i"~ 1 -; :J ..I. WB o. 00 c Ou r~ r) (J , , '?rJ ::;1 , f" 1 - ~ '...:. , rm o. r)l) ~ ()O N ,) , :> u. ....JU '=:') :"l 1 ,~ '~ ..I. 5B t' 00 ~. (\U N (J t.' U. Of_! S. r'l 1 - t: -'. t::B LT fH RT PD WB LT TH RT PD PH-l X Sll:JNHL SETTINl:Jt' I-'H-3 I'-'H-4 t-~-1 -'~- '-'~-4 ., L,'iL,,-!::. 1_;::.,- i_, ,-; .:= F'H-2 v ^ l'~.t:: Li ii-! , x X f-'I r't) S::: L! IH hi f"U /... v " x X X .x , U:SEL uF ::jl::.b"v' 1 L,t:: LANE GRF'. ViC G/C DELAy Lu!:::' Hi-'!-' ~ L'i:::.LH , "-1' L.I_.::: E8 L o. 1""'~ 0. ~;(~lO 1 ;' '::J C ,c:2. 4 L .,.;....J . TR () . 7~:8 C,. '2=':6 2'+. 4 C W8 L o. 1 ,~ u. ":::C'O 1 ., ~ C ".4. 'I .,.;....J . w '- TF' o. 8Ul o. 2::;6 r\..... ." U .....'-'. - NB L o. 1 ~;S C). 567 ., U I.oj 1 ~~ t.:l . -'. IF' o. "78~ u. :::122 1 4 1 b 58 L U . 1 . . \_'. j67 ;' . (, loj 12. 'I t< -'~ TR u. t...w o. 5:2:.2 1 ,.;.. L b ~ ~ -----------------------------------------------------------------------.--- I NTEF:5ECT I Dr'1: Delav = 16.9 (sec!veh) 1./ /C =: I_I, C:.~,'-:- !_I...;:- = 1_, 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..GOLF ICONGRESS RREA TYPE.....OTHER ANALYST.......JGB DATE..........5/20/88 TIME..........1989 PEAK SEASON COMMENT.......B1489P -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB EB WB NB ,SB LT 151 58 100 82 L 12.0 L 12.0 L 12.0 L 12.121 TH 247 279 549 515 TR 12.0 TR 12.0 T 12.12' T 12.0 RT 85 82 103 224 12.0 12.0 T 12.0 T 12.0 RR 0 0 0 0 12.0 12.0 TR 12.0 TR 12.0 12.12' 12.0 12.0 12.0 12.0 12.121 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FRCTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE ( ,,) (" ) YIN Nrn Nb YIN mi Y"I T EB 0.00 5.00 N 0 0 0.90 50 N 19.8 3 WB 0.00 5.00 N 0 0 0.90 50 N 19.8 3 NB 0.00 5.12'0 N 0 0 0.90 50 N 19.8 3 SB 0.00 5.00 N 0 0 0.90 50 N 19.8 3 -------------------------------------------------------------------------- x X X NB LT TH RT PD SB LT TH RT PD CYCLE LENGTH = 90.0 PH-l PH-2 PH-3 PH-4 X X X X EB LT TH RT PD WB LT TH RT PD PH-l X PH-2 X X X SIGNAL SETTINGS PH-3 PH-4 X X X X X -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. VIC G/C DELAY LOS APP. DELAY APP. LOS EB L 0. 135 0.300 17.5 C 25. 1 D TR 0.858 12'.256 30.0 D WB L 0.135 0.300 17.5 C 33.8 D TR 0.925 0.255 36.9 D NB L 0. 135 0.557 7.0 B 8.0 B TR 0.341 0.522 8.1 B SB L 0.135 0.567 7.0 B 8.0 B TR 0.345 0.522 8.1 B -------------------------------------------------------------------------- INTERSECTION: Delay = 15.2 (sec/veh) V/C = 0.601 LOS = C 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..GOLF ICONGRESS AREA TYPE.....OTHER ANALYST.......JGB DATE..........5/20/88 TIME..........1989 PEAK SEASON COMMENT.......B1489PW WITH PROJECT -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB EB WB NB SB LT 155 58 100 85 L 12.0 L 12.0 L 12.0 L 12.0 TH 247 279 549 518 TR 12.0 TR 12.0 T 12.0 T 12.0 RT 85 85 103 229 12.0 12.0 T 12.0 T 12.0 RR 0 0 0 0 . 12.0 12.0 TR 12.0 TR 12.0 . 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTqRS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE (" ) (" ) Y/N Nm Nb Y/N rni rl T EB 0.00 5.00 N 0 0 0.90 50 N 19.8 3 WB 0.00 5.00 N 0 0 0.90 50 N 19.8 3 NB 0.00 5.00 N 0 0 0.90 50 N 19.8 3 SB 0.00 5.00 N 0 0 0.90 50 N 19.8 ..; -------------------------------------------------------------------------- x X X NB LT TH RT PD SB LT TH RT PD CYCLE LENGTH = 90.0 PH-l PH-2 PH-3 PH-4 X X X X EB LT TH RT PD WB LT TH RT PD PH-l X PH-2 X X X SIGNAL SETTINGS PH-3 PH-4 X X X X X -------------------------------------------------------------------------- LEVEL OF SERVICE LRNE GRP. V/C G/C DELAY LOS APP. DELAY RPP. LOS EB L 0. 135 0.300 17.5 C 25.0 D TR 0.858 0.255 30.0 D WB L 0. 135 0.300 17.5 C 34.8 D TR 0.935 0.255 38.1 D NB L 0. 135 0.557 7.0 B 8.0 B TR 0.341 0.522 8.1 B SB L 0. 135 0.557 7.0 B 8.0 B TR 0.348 0.522 8.1 B -------------------------------------------------------------------------- INTERSECTION: Delay = 15.4 (sec/veh) VIC = 0.503 LOS = C 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..GOLF ICONGRESS RREA TYpE.....OTHER ANALYST.......JGB DATE..........5/20/88 TIME..........1989 AVERAGE ANNUAL COMMENT.......B1489A -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB EB WB NB ,SB LT 144 54 94 79 L 12.0 L 12.0 L 12.0 L 12.0 TH 232 262 511 487 TR 12.0 TR 12.0 T 12.0 T 12.0 RT 81 78 97 213 12.121 12.0 T 12.0 T 12.0 RR 121 121 121 0 12.0 12.121 TR 12.0 TR 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE ( ,,) (,,) YIN Nrn Nb Y/N mi Y'I T EB 0.0121 5.0121 N 121 0 0.90 50 N 19.8 ~ WB 121.1210 5.0121 N 0 121 0.90 50 N 19.8 3 NB 0.00 5.0121 N 121 0 0.9121 50 N 19.8 3 SB 121.00 5.121121 N 0 121 0.90 50 N 19.8 ~ -------------------------------------------------------------------------- x X X NB LT TH RT PD SB LT TH RT pD CYCLE LENGTH = 9121.0 PH-l PH-2 pH-3 PH-4 X. X X X EB LT TH RT PD WB LT TH RT PD PH-l X PH-2 X X X SIGNAL SETTINGS PH-3 PH-4 X X X X X -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRp. V/C GIC DELAY LOS API". DELAY API". LOS EB L 0.135 0.300 17.5 C 23.8 C TR 121.807 0.256 26.6 D WB L 121. 135 121.3121121 17.5 C 28.9 D TR 0.872 121.255 31.1 D NB L 121. 135 0.557 7.121 B 7.9 B TR 0.321 121.522 8.121 B SB L 121. 135 121.557 7.121 B 7.9 B TR 121.325 0.522 8.0 B -------------------------------------------------------------------------- INTERSECTION: Delay = 14.0 (sec/veh) VIC = 0.59121 LOS = B 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..GOLF ICONGRESS AREA TYPE.....OTHER ANALYST.......JGB OATE..........5/20/88 TIME..........1989 AVERAGE ANNUAL COMMENT.......B1489AW WITH PROJECT -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB EB WB NB ,SB LT 148 54 94 82 L 12.0 L 12.0 L 12.0 L 12.12' TH 232 262 513 489 TR 12.0 TR 12.0 T 12.0 T 12.0 RT 81 81 97 218 12.0 12.12' T 12.0 T 12.0 RR 0 0 0 0 12.0 12.121 TR 12.0 TR 12.0 12.12' 12.0 12.0 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV AOJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE (" ) (,,) YIN NO! Nb YIN rn i Y"I T EB 0.00 5.00 N 0 0 0.90 50 N 19.8 3 WB 0.00 5.00 N 0 0 0.90 50 N 19.8 3 NB 0.00 5.00 N 0 0 0.90 50 N 19.8 3 SB 0.00 5.00 N 0 0 0.90 50 N 19.8 ,:, -------------------------------------------------------------------------- x X X NB LT TH RT PD SB LT TH RT PD CYCLE LENGTH = 90.0 PH-l PH-2 PH-3 PH-4 X X X X EB LT TH RT PD WB LT TH RT PO PH-l X PH-2 X X X SIGNAL SETTINGS PH-3 PH-4 X X X X X LEVEL OF SERVICE LANE GRP. VIC GIC DELAY LOS APP. DELAY APP. LOS EB L 0. 135 0.300 17.5 C 23.7 C TR 0.807 0.255 25.5 D WB L 0.135 0.300 17.5 C 29.6 D TR 0.881 0.255 31. 9 D NB L 0. 135 0.557 7.0 B 7.9 B TR 0.322 0.522 8.0 B SB L 0. 135 0.557 7.0 B 7.9 B TR 0.330 0.522 8.0 B INTERSECTION: Delay = 14.1 (sec/veh) VIC = 0.592 LOS = B CIRCULAR 2 1 2 - - ~ INTERSECTION ANALYSES . GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & HYPOLUXO DATE 1988 AVER ANN ********************************** LEVEL OF SERVICE [) SATURATION 80 CRIT! CAL N/S VOL 657' CRITICAL E/W VOL 656 CRITICAL SUM 1 :3 1 :3 ************************************* NORTH80UND LANE MOV WIDTH 1 R. . 12.0 2 T. . 12.0 3 T. . 12.0 4 L. . 12.0 5 6 LANE GEOi'lETRY SOUTH80UND EAST80UND MOV WIDTH MOV WIDTH vJEST80UND r101,! v.II DTH R. . T. . T. . L. . 12.0 12.0 12.0 12.0 R. . T. . T. . L. . 12.0 12.0 12.0 12.0 R. . T. . T. . L. . 12. I) 12.0 12.0 12.0 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND IAIESTBOUND LEFT THRU RIGHT 299 689 236 171 556 212 206 472 120 .340 706 169 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (;~) 5 5 5 5 LOCAL BUSES (~/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. BOTH TURNS PROTECTED (WITH OVERLAP' :4. BOTH TURNS PROTECTED (WITH OVERLAP) 1. 0 - 99 (~PEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT i'JORTHBOUND 422 317 SOUTHBOUND 340 160 EASTBOUND 289 203 WESTBOUND 432 367 LEFT TURN CHECK INPUT VOLUME ADJUSTED l'!OL CAPAC ITY MO~)Et1ENT NORTHBOUND 299 317 o N/A SOUTHBOUND 171 160 o N/A EASTBOUND 206 203 o N/A l,JESTBOUND 340 3'- 01 o N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & HYPOLUXO DATE 1988 PEAK SEASON ********************************** LEVEL OF SERVICE [) SATURAT I ON 83 CRITICAL N/S VOL 682 CRITICAL E/W VOL 683 CRITI CAL SUM 1 365 ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH l,IESTBOUND t'10V I.-IIDTH 1 2 3 4 5 6 R. . T. . 12.0 12.0 12.0 12.0 R. . T. . T. . L. . 12.0 12.0 12.0 12.0 R. . T. . T. . L. . 12.0 12.0 12.0 12.0 R. . T. . T. . L. . 12.0 12.0 12. (1 12. I) T. . L. . NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND i"IESTBOUND LEFT THRU RIGHT 310 714 246 178 576 220 214 490 124 .353 733 176 NORTHBOUND SOUTHBOUND EASTBOUND i.-lESTBOUND TRUCKS (%) 5 5 5 5 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR 9 ~ . , . '? .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. BOTH TURNS PROTECTED (WITH OVERLAP! : 4. BOTH TURNS PROTECTED (t..1ITH Ol')ERLAP) 1. 0 - 99 (#PEDS/HR) '?O SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 437 330 SOUTHBOUND 352 169 EASTBOUND 300 213 t..IESTBOUND 448 383 LEFT TURN CHECK INPUT VOLUME ADJUSTED l')OL CAPAC ITY t10l)EMENT NORTHBOUND 310 330 o N/A SOUTHBOUND 178 169 o N/A EASTBOUND 214 213 o N/A I,JESTBOUND 353 383 o N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & 22ND ST DATE 1988 AVER ANN ********************************** LEVEL OF SERVICE E3 SATURATION 62 CRITI CAL N/S VOL 8 1 6 CRIT! CAL E/W VOL 21 2 CRITICAL SUM 1 028 ************************************* LANE NORTHBOUND MOIJ WI DTH LANE GEOi"lETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND MOV I,JI DTH 1 2 3 4 5 6 RT. T. . L. . 12.0 12.0 12.0 RT. 12.0 12.0 12.0 R. . T. . L. . 12.0 12.0 12.0 R. . T. . L. . 12.0 12.0 12.0 T. . L. . NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT 212 1092 232 51 691 136 102 75 124 87 118 161 NORTHBOUND SOUTHBOUND EASTBOUND klESTBOUND TRUCKS (%) 5 5 5 5 LOCAL BUSES (~/HR) o o o o PEAl< HOUR FACTOR .9 .9 . '7' .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. BOTH TURNS PROTECTED (WITH OVERLAP) :4. BOTH TURNS PROTECTED (WITH OVERLAP) 1. 0 - 99 (WPEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 803 210 SOUTHBOUND 502 13 EASTBOUND 87 75 WESTBOUND 137 57 LEFT TURN CHECK INPUT l)OLUME ADJUSTED VOL CAPAC ITY t'101)EMENT NORTHBOUND 212 210 486 N/A SOUTHBOUND 51 13 o N/A EASTBOUND 102 75 o N/A klESTBOUND 87 57 52 N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & 22ND ST DATE 1988 PEAK SEASON ********************************** LEVEL OF SERVICE E3 SATURATION 65 CRITICAL N/S VOL 845 CRITICAL E/W VOL 223 CRITICAL SUM 1068 ************************************* LANE NORTHBOUND t10V WI DTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND t'10V 1,,1 I DTH 1 RT. T. . L. . 12.0 12.0 12.0 RT. T. . L. . 12.0 12.0 12.0 R. . T. . L. . 12.0 12.0 12.0 R. . T. . L. . 12. (I 12.0 12.0 2 3 4 5 6 NORTHBOUND TRAFF I C IJOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT 213 1129 238 53 713 141 106 78 125 88 123 167 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (%) 5 5 5 5 LOCAL BUSES (~/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHAS I NG N/S :4. BOTH TURNS PROTECTED (WITH OVERLAP) :4. BOTH TURNS PROTECTED (WITH OVERLAP) 1. 0 - 99 (~PEDS/HR) 90 SECONDS E/W PEDESTRIAN ACTIVITY CYCLE LENGTH CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 830 211 SOUTHBOUND 518 15 EASTBOUND 91 80 WESTBOUND 143 58 INPUT VOLUME ADJUSTED VOL CAPACITY t10IJEi'lENT NORTHBOUND 213 211 486 N/A LEFT TURN CHECK SOUTHBOUND 53 15 o N/A EASTBOUND 106 80 o N/A l,JESTBOUND 88 58 52 N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & CENTER ACCESS DRIVE DATE 1988 AVER ANN ********************************** LEVEL OF SERVICE E3 SATURATION 63 CRITICAL N/S 'JOL 945 CRITI CAL E/W VOL 93 CRITI CAL SUM 1 038 ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH klESTBOUND t'10\'" IAiIDTH 1 2 3 4 5 6 T. . 12.0 12.0 12.0 R. . 12.0 12.0 12.0 R. . 12.0 12.0 12.0 T. . T. . L. . L. . T. . L. . NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT 109 1544 o o 1099 99 186 o 113 o o o NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUC~:S (%) 5 5 5 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 Q 5 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 THRU -RIGHT LEFT NORTHBOUND 945 84 SOUTHBOUND 673 o EASTBOUND o 93 WESTBOUND o o LEFT TURN CHECK INPUT VOLUt1E ADJUSTED \"'OL CAPACITY ~10'JE~1ENT NORTHBOUND 109 84 272 N/A SOUTHBOUND o o o OK EASTBOUND 186 178 o N/A WESTBOUND o o 93 OK GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & CENTER ACCESS DRIVE DATE 1988 PEAK SEASON ********************************** LEVEL OF SERVICE E3 SATURATI ON 6::5 CRITICAL N/S VOL 980 CRITICAL E/W VOL 93 CRITI CAL SUM 1 0"73 ************************************* LANE NORTHBOUND I"10V WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND I"10!,,' IAIIDTH 1 2 3 4 5 6 T. . T. . L. . 12.0 12.0 12.0 R. . T. . T. . 12.0 12.0 12.0 R. . L. . 12.0 12.0 12.0 L. . NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT 109 1601 o o 1142 99 186 o 113 o o o NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS C/.) 5 5 5 5 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 THRU -RIGHT LEFT NORTHBOUND 980 84 SOUTHBOUND 699 o EASTBOUND o 93 WESTBOUND o o LEFT TURN CHECK INPUT VOLUME ADJUSTED ,)OL CAPACITY t'10VEMENT NORTHBOUND 109 84 281 N/A SOUTHBOUND o o o OK EASTBOUND 186 178 o N/A WESTBOUND o o 93 OK "~ M j i~ r-I u~~LN~R ENGINEERING SCIENG~~ l.- r-<.1. I .I. l.-~ L- I~I W_II::.I~III::.I""I I ~I""I~ L- Y ::::> .I. ::::> l.-WI""Il..:>r-<II::.== e.: WL-U ""'WI '''' I Wi'... LJH I l: 1 '>'tItI >-lVl:""'Ul: ....'II'fUHL. ******************~A^~************ ~CVC~ U~ ~CKV1~c ~ :of-t I UI'(H I "''''''f .&. U U ~K"'I"'I,.,H~ N/~ VU~ .J. ... '::;.0 1..1<111l.1-lL. l:/W VUL. O~U 1..1< 1 I ll.1-lL. :>UM .I. 00..... 00 ************************************* LANE NORTHBOUND MOV WI DTH LANE GEOMETRY SOUTHBOUND MOV WI DTH EASTBOUND MOV WIDTH WESTBOUND MOV WIDTH 1 2 3 4 5 6 RT. T. . L. . 12.0 12.0 12.0 RT. 12.0 R. . 12.0 T. . 12.0 T. . 12.0 L.. 12.0 L. . 12.0 .. . .. . RT. 12_11 12.0 12.0 T. . L. . NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT i ilRU RIGHT 402 1209 0::> 91 :~:30 358 143 29 125 .J\Jj, . . ,.. l"'fU" I nDUUI'UI ,:)uu I MC)UUI"tLJ l:I-l:> I t1UUl'fV WI:~II::lUlJ'll) ..J ~UUHL ~u~c~ ~"/M~) u '-CJ-t" nuun rH.....lu" I I"\U,,",",:) \/.J .7 ... u o u .7 :J :J .... .... PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. Bo-rl: TURNS PROTECTED (WITH OVERLAP) :4. BOTH TURNS PROTECTED (WITH OVERLAP) 1. 0 - 99 (#PEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 778 443 SOUTHBOUND 683 62 EASTBOUND 166 389 WESTBOUND 131 o LEFT TURN CHECK INPUT VOLUME ADJUSTED VOL ......6D.6......TTV NORTHBOUND 402 443 SOUTHBOUND 91 62 EASTBOUND 358 389 WESTBOUND 29 o n n GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS IMPROVED CONGRESS & OLD BOYNTON DATE 1988 AVER ANNUAL ********************************** LEVEL OF SERVI CE D SATURATION 8:2 CRITICAL N/S VOL 840 CRITICAL E/W VOL 5:20 CRITICAL SUM 1 360 ************************************* NORTHBOUND LANE MOV WIDTH 1 RT. 12.0 2 T. . 12.0 3 L. . 12.0 '+ L.. . !..:.U ;:) .. . 0 ... . l'lUI< I HtlUUNU LANE GEOMETRY SOUTHBOUND MOV WIDTH EASTBOUND MOV WIDTH WESTBOUND MOV WIDTH R. . T. . T. . L. . 12.0 12.0 12.0 12.0 R. . T. . 12.0 12.0 12.0 RT. T. . L. . 12.0 12.0 12.0 L. . .. . ... . II<AI-I-IL: VULUMES ~UUIH~UUND EASTBOUND WESTBOUND Lt:.f"" tMf"(U 1'(!131'11 '+v..: J...::::UY 0;:) 7 ! O~V .::lV! ~..JO ,..~ 1'+ "-7 '''-..J Y'+ NORTHBOUND SOUTHBOUND ~A~I~UUNU Wlo~ 1 tlUUI'lU II<UL;K~ ~/.) :5 5 ~ ;:) L.UL.AL. "'U~lo~ ~"/HW) o o u v t""eRt\ HUUt< ~HL.IUK .'7' .'1 .Y .Y I"'1'1f1~!N13 N/:> ~/w PEDESTRIAN ACTIVITY CYCLE LENGTH :~. ~UIM IU~~~ ~f"(UI~L.I~V ~WlIM UVt:.f"(LHt"") :q. tlUIH IUWN:> I"'I'(UlloL.Il;U ~W!11'1 UVl;I'(L.HI"') 1. 0 - 99 <*PEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT ~OY WESTBOUND 1 ~, u L..[..r. "-~"- SOUTHBOUND 508 0':: EASTBOUND 166 THRU -RIGHT NORTHBOUND 778 L..'-f I I U"'''' '-'rlL...." INPUT VOLUME HU,",U;:"It:.LJ VUL NUl<l HtlUUNU 4U:.! '+'+.::l :>UUll'1tlUUI'lU '11 0": t:J-tQl I OUUI"UJ ::l~'" .::ltlY wc,,:) I DUUPtLl :.!'7' U GRE I NER ENG I NEER I NG se J I':ONCE = ; CRITICAL MOVEMENT ANALYSIS CONG~ESS . OLD BOYNTON DATE 1988 PEAK SEASON ********************************** LEVEL OF SERVI CE E SATURATION 1 0 =3 CRITICAL N/S VOL 1 165 CRITICAL E/W VOL 541 CRITICAL SUM 1706 ************************************* LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U:"NE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH 1 R1. 12.0 RT. 12.0 R. . 12.0 RT. 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 4 .. . 5 .. . 6 .. . NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WEf ' ",,-'UND LEFT THRU RIGHT 416 1249 68 94 854 313 372 148 74 30 129 97 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Ticr Il~KS OD 5 5 5 5 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. BOTH TURNS PROTECTED (WITH OVERLAP) :4. BOTH TURNS PROTECTED (WITH OVERLAP) 1. 0 - 99 (#PEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 804 460 SOUTHBOUND 705 66 EASTBOUND 172 406 WESTBOUND 135 o LEFT TURN CHECK INPUT VOLUME ADJUSTED VOL NORTHBOUND 416 460 SOUTHBOUND 94 66 EASTBOUND 372 406 WESTBOUND 30 o ^ ^ GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS IMPROVED CONGRESS & OLD BOYNTON DATE 1988 PEAK SEASON ********************************** LEVEL OF SERVICE D SATURATION 86 CRITICAL N/S VOL 870 CRITICAL E/W VOL 541 CRITICAL SUM 1 41 1 ************************************* LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WI DTH MOV WI DTH MOV WIDTH MOV WIDTH 1 RT. 12.0 R. . 12.0 R. . 12.0 RT. 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 L. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 4 L. . 12.0 L. . 12.0 5 .. . 6 .. . ... . TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 416 94 372 30 THRU 1249 854 148 129 RIGHT 68 313 74 97 TRUCKS (%) LOCAL BUSES ( II/HR) PEAK HOUR FACTOR NORTHBOUND 5 0 .9 SOUTHBOUND 5 0 .9 EASTBOUND 5 0 .9 WESTBOUND 5 0 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. BOTH TURNS PROTECTED (WITH OVERLAP) :4. BOTH TURNS PROTECTED (WITH OVERLAP) 1. 0 - 99 (IIPEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 804 241 SOUTHBOUND 523 66 EASTBOUND 172 406 WESTBOUND 135 o LEFT TURN CHECK INPUT VOLUME ADJUSTED VOL NORTHBOUND 416 'MO SOUTHBOUND 94 66 EASTBOUND 372 406 WESTBOUND 30 o GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS OLD BOYTON & WINCHESTER DATE 1988 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE A SATURATION 40 CRITICAL N/S VOL 220 CRITICAL E/W VOL 440 CRITICAL SUM 660 ************************************* LANE NORTHBOUND MOV 1.1 I DTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH I,JESTBOUND t'leu I,J! DTH 1 2 3 4 5 6 R. . T. . L. . 12.0 12.0 12.0 RT. T. . L. . 12.0 12.0 12.0 RT. T. . L. . 12.0 12.0 12.0 RT. T. . L. . 12.0 12.0 12.0 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND j"IESTBOUND LEFT THRU RIGHT 97 158 96 70 94 33 39 40';> 146 126 645 S7 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (%) 5 5 5 5 LOCAL BUSES (#/HR) o o o o PEA~: HOUR FACTOR . '7' .9 .9 .9 PHASING N/S :4. BOTH TURNS PROTECTED (WITH OVERLAP) E/W :4. BOTH TURNS PROTECTED <I,J IT H Ol,.'ERLAP) PEDESTRIAN ACTIVITY 1. 0 - 99 (#PEDS/HR) CYCLE LENGTH 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND I.,IESTBOUND THRU -RIGHT 184 76 335 428 LEFT 69 36 0 105 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND I,JESTBOUND INPUT 'JOLUt1E 97 70 39 126 ADJUSTED VOL 69 36 0 105 CAPACITY 0 0 0 0 ~10VEMENT N/A N/A N/A t-l/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS OLD BOYTON & WINCHESTER DATE 1988 PEAK SEASON ********************************** LEVEL OF SERVICE A SATURATION 4- 1 CRITI CAL N/S VOL :2:2 0 CRITI CAL E/W VOL 4- 5:3 CRITI CAL SUM 67':3 ************************************* LANE NORTHBOUND MOV WI DTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH IAESTBOUND t10V [,J I DTH 1 2 3 4 5 6 R. . 12.0 12.0 12.0 RT. T. . L. . 12.0 12.0 12.0 RT. T. . L. . 12.0 12.0 12.0 RT. 12.0 12.0 12.0 T. . L. . T. . L. . NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT 98 158 98 70 39 94 426 33 150 130 671 ~~ ...1 { TRUCKS (%) NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 5 LOCAL BUSES (#/HR) o o o o PEAk HOUR FACTOR .9 5 5 5 .9 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) o - 99 (#PEDS/HR) :4. 1. 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 184 71 SOUTHBOUND 76 36 EASTBOUND 348 o WESTBOUND 443 110 LEFT TURN CHECK INPUT VOLUME ADJUSTED VOL CAPAC lTY t-l0VEt'lENT NORTHBOUND 98 71 o N/A SOUTHBOUND 70 36 o N/A EASTBOUND 39 o o N/A WESTBOUND 130 110 o N/A C'R (3 :=;;: E -.. j-..J E F:: I C:AL L- C- -,( r-)T Clj--.l t---l C~;....) Er---1 Er-..~'T " ,," :-' Er--.J 131 t-..J E E;:;:: .I r.-~ C3 ~3 I:: I E I-"~ C: E :3 Ai--.lA L .__." ,-- T . . '='.J. -'=" .~..::: >-11 L I TAF:'"j TF';:.:~ I L _':-'. : :'E':, '""' E::;~3E ::-:~-t. ~+i*~*************+*************** :"E! 'EL ,-,:: ....'1 3E;:'! '1-':: ',-, :' _l.. 0, Eo ...:.. '-' '-'''':- r-...-. -I O":'.i. ;-:! 2Cl2 ::-,'-1 ; _,;...:; - I :~.., - - - - ~ - .....0.. ~ _'1'-'_ ,:-~,I::C,~L :: I:: -'--'''''''',-. - . ~,'-1,- 10 ...:-_" *************************++*+****~++* ',':'~T~=': 1_'; i[ u,-' ': :T~ - ,'- ,_ r _.~:,it: ; :,L'-t1=-,_::_.r.:c >-j01,! Ii.: I :IT~ "'-i~- o = o o ....t....-". ~::" - -' "', - ~ ~ ... . ~ 3C:..5'THE: _ ." e;- :: -; ......o..:e,- I' -.--.,--- -- ..-.,.. 0.' "'..'''''- i c.:< .=A::T3CU;-;:' ,..;,....' 1,'- :: :)TH _,1 ~r ! '''.'::,: :::;;: =,.- 'f,-,' .t~.. C:-' :-;-~::"_I!'.. -....;. - . .... '>.,- " o GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS OLD BOYTON & MILITARY DATE 1988 PEAK SEASON ********************************** LEVEL OF SERVICE B SATURATION 63 CRITICAL N/S VOL 841 CRITICAL E/W VOL 205 CRITICAL SUM 1046 ************************************* LANE NORTHBOUND MOl) WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND t10V IAIl DTH I RT. T. . 12.0 12.0 T. . T. . L. . 12.0 12.0 12.0 R. . L. . 12.0 12.0 2 3 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND I,JESTBOLND LEFT THRU RIGHT o 918 217 165 398 o o o o 20:3 I) 276 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (;~) 5 5 5 5 LOCAL BUSES (!I/HR) o o I) o PEAI< HOUR FACTOR . ':- ~ .7 .9 ~ . 7 PHAS I NG N/S :2. HEAVIEST TURN PROTECTED E/W :2. HEAVIEST TURN PROTECTED PEDESTRIAN ACTIVITY 1. 0 - 99 (!lPEDS/HR) CYCLE LENGTH 90 SECONDS CRITICAL LANE VOLUMES BY MOIv'EMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 688 243 0 I) LEFT 0 153 0 205 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 0 165 0 208 ADclUSTED VOL 0 153 0 205 CAPACITY 598 0 205 0 MOVEMENT OK N/A OK N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYTON & MILITARY DATE 1988 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE B SATURATION 57 CRITICAL N/S VOL 527 CRITICAL E/W VOL 4- 1 1 CRITICAL SUM 938 ************************************* LANE NORTHBOUND MOV I,J I DTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH \,JESTBOUND t10l) WIDTH 1 2 3 4 5 6 R. . T. . 12.0 12.0 12.0 12.0 R. . 12.0 R. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 R. . T. . L. . 12.0 12.0 12.0 T. . L. . NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND \"IESTBOUND LEFT THRU RIGHT 96 558 162 192 301 50 113 247 :36 141 230 203 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (X) 5 5 5 5 LOCAL BUSES (ij/HR) o o o o PEAK HOUR FACTOR .9 .9 . '? .9 PHASING N/S :4. BOTH TURNS PROTECTED (WITH Ol)ERLAP .> E/W :4. BOTH TURNS PROTECTED (WITH OVERLAP) PEDESTRIAN ACTIVITY 1. 0 - 99 (ijPEDS/HR) CYCLE LENGTH 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND (,JESTBOUND THRU -RIGHT 341 184 288 268 LEFT 68 186 89 123 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND klESTBOUND INPUT VOLUME 96 192 113 141 ADJUSTED ')OL 68 186 89 123 CAPACITY 584 0 202 0 i"10VEMENT N/A N/A N/A N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYTON & MILITARY DATE 1988 PEAK SEASON ********************************** LEVEL OF SERVICE E3 SATURATION 59 CRITICAL N/S VOL 542 CRITICAL E/W VOL 423 CRIT! CAL SUM 965 ************************************* LANE NORTHBOUND MOV (,,II DTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH I,jESTBOUND i'10t) WIDTH 1 R. . T. . T. . 12.0 12.0 12.0 12.0 R. . 12.0 R. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 R. . T. . L. . 12.0 12.0 12.0 2 3 4 5 6 L. . NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT 89 572 166 197 307 51 116 253 88 145 236 208 NORTHBOUND SOUTHBOUND EASTBOUND (,JESTBOUND TRUCKS (X) 5 5 5 5 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. :4. 1 . 90 BOTH TURNS PROTECTED (I,jITH OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) o - 99 (#PEDS/HR) SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 350 60 SOUTHBOUND 188 192 EASTBOUND 295 93 ",IESTBOUND 275 128 LEFT TURN CHECK INPUT VOLUME ADcTUSTED VOL CAPAC ITY MOVEMENT NORTHBOUND 89 60 584 N/A SOUTHBOUND 197 192 o N/A EASTBOUND 116 93 202 N/A WESTBOUND 145 128 o N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON & WINCHESTER DATE 1988 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE A SATURATION 36 CRITI CAL N/S VOL 9' 0 CRITICAL E/W VOL 49'8 CRITI CAL SUM :5 8 8 ************************************* LANE NORTHBOUND MOV WI DTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND MOV WIDTH 1 2 3 4 5 6 R. . 12.0 12.0 12.0 T. . L.. L. . T. . L. . 12.0 12.0 12.0 R. . T. . T. . 12.0 12.0 12.0 NORTHBOUND TRAFF I C VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT o o o 182 o 81 73 658 o o 748 410 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (%) 5 5 5 5 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 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 0 0 403 458 LEFT 0 90 40 0 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 0 182 73 0 ADJUSTED VOL 0 173 40 0 CAPACITY 9n n n 0"" ,<. r1 I.~ r1 '_'I., GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON & WINCHESTER DATE 1988 PEAK SEASON ********************************** LEVEL OF SERVI CE A SATURATION 37 CRITICAL N/S VOL 92 CRITICAL E/W VOL 51 1 CRITI CAL SUM 60 3 ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND MOV WIDTH 1 2 3 4 5 6 ... . R. . L. . L. . 12.0 12.0 12.0 T. . T. . L. . 12.0 12.0 12.0 R. . 12.0 12.0 12.0 T. . T. . ... . TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 0 184 74 0 THRU 0 0 676 768 RIGHT 0 82 0 417 TRUCKS (X) LOCAL BUSES ( It/HR) PEAK HOUR FACTOR NORTHBOUND 5 0 .9 SOUTHBOUND 5 0 .9 EASTBOUND 5 0 .9 WESTBOUND 5 0 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :2. HEAVIEST TURN PROTECTED :2. HEAVIEST TURN PROTECTED 1. 0 - 99 (HPEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND o o SOUTHBOUND o 92 EASTBOUND 414 41 WESTBOUND 470 o LEFT TURN CHECK INPUT VOLUME ADJUSTED VOL NORTHBOUND o o SOUTHBOUND 184 176 EASTBOUND 74 41 WESTBOUND o o ? G~~I~r~AEN~6~~~~~GA~~~~~~~S BOYNTON & CONGR~SS DATE 1988 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE EO SATURAT ION 9' 2: CRITI CAL N/S VOL a 1 a CRITI CAL E/W VOL 7' 0 0 CRITICAL SUM 1 51 a ************************************* 1 2 3 4 5 6 R. . 12.0 T. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 ... . LANE GEOMETRY SOUTHBOUND EASTBOUND WESTBOUND MOV WIDTH MOV WIDTH MOV WIDTH R. . 12.0 R. . 12.0 RT. 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 L.. 12.0 L. . 12.0 L. . 12.0 L. . 12.0 ... . ... . NORTHBOUND LANE MOV WIDTH NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT 353 850 144 505 860 102 247 497 124 364 734 327 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (%) 5 5 5 5 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S :4. BOTH TURNS PROTECTED (WITH OVERLAP) E/W :4. BOTH TURNS PROTECTED (WITH OVERLAP) PEDESTRIAN ACTIVITY 1. 0 - 99 (#PEDS/HR) CYCLE LENGTH 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 520 526 304 440 LEFT 201 298 253 396 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 353 505 247 364 ADJUSTED VOL 383 569 253 396 CAPACITY 0 0 0 0 MOVEMENT N/A N/A N/A N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS IMPROVED BOYNTON & CONGRESS DATE 1988 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE D SATURATION a 6 CRITI CAL N/S VOL a 1 S CRITICAL E/W VOL 60 a CRITICAL SUM 1426 ************************************* LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH 1 R. . 12.0 R.. 12.0 R. . 12.0 R. . 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 4 L. . 12.0 L. . 12.0 T. . 12.0 T. . 12.0 5 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT 353 850 144 505 860 102 247 497 124 364 734 327 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (X) 5 5 5 5 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. BOTH TURNS PROTECTED (WITH OVERLAP) :4. BOTH TURNS PROTECTED (WITH OVERLAP) 1. 0 - 99 (#PEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 520 201 SOUTHBOUND 526 298 EASTBOUND 212 253 WESTBOUND 313 396 LEFT TURN CHECK INPUT VOLUME ADJUSTED VOL CAPACITY MOVEMENT NORTHBOUND 353 383 o N/A SOUTHBOUND 505 569 o N/A EASTBOUND 247 253 o N/A WESTBOUND 364 396 o N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON & CONGRESS DATE 1988 PEAK SEASON ********************************** LEVEL OF SERVICE E SATURATION 95 CRITI CAL N/S VOL a 4 5 CRITI CAL E/W VOL 7':2 a CRITICAL SUM 1 57'3 ************************************* LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV WI DTH MOV WI DTH MOV WIDTH 1 R. . 12.0 R. . 12.0 R. . 12.0 RT. 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 4 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 5 L. . 12.0 L. . 12.0 6 TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 365 518 257 378 THRU 879 889 513 757 RIGHT 150 106 128 334 TRUCKS (%) LOCAL BUSES ( II/HR) PEAK HOUR FACTOR NORTHBOUND 5 0 .9 SOUTHBOUND 5 0 .9 EASTBOUND 5 0 .9 WESTBOUND 5 0 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) o - 99 (IIPEDS/HR) :4. 1. 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 538 208 SOUTHBOUND EASTBOUND WESTBOUND 544 314 453 307 265 414 LEFT TURN CHECK SOUTHBOUND EASTBOUND WESTBOUND 518 257 378 585 265 414 0 0 0 N/A N/A N/A INPUT VOLUME ADJUSTED VOL CAPACITY MOVEMENT NORTHBOUND 365 398 o N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS IMPROVED BOYNTON & CONGRESS DATE 1988 PEAK SEASON ********************************** LEVEL OF SERVICE D SATURAT ION 7' '9 CRITI CAL N/S VOL a 4 5 CRITICAL E/W VOL 462 CRITI CAL SUM 1 :3 07' ************************************* LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH 1 R. . 12.0 R. . 12.0 R. . 12.0 R. . 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 4 L. . 12.0 L. . 12.0 T. . 12.0 T. . 12.0 5 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 6 L. . 12.0 L. . 12.0 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUr,jD LEFT THRU RIGHT 365 B79 150 518 BB9 106 257 513 128 378 757 334 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (%) 5 5 5 5 LOCAL BUSES (ij/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) o - 99 (ijPEDS/HR) :4. 1. 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 538 208 SOUTHBOUND 544 307 EASTBOUND 219 139 WESTBOUND 323 217 LEFT TURN CHECK INPUT VOLUME ADJUSTED VOL CAPACITY MOVEMENT NORTHBOUND 365 398 o N/A SOUTHBOUND 518 585 o N/A EASTBOUND 257 265 o N/A WESTBOUND 378 414 o N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYTON & 1-95 WEST SIDE DATE 1988 REAK ;:>I;.A3al~ llu~V>C;~ hlN0A.'- ********************************** LEVEL OF SERVICE D SATURATION 77 CRITICAL N/S VOL 1 93 CR IT I CAL E/W VOL 1 0 :3 1 CRITICAL SUt-l 1 274- ************************************* LANE NORTHBOUND t-l0lv' WIDTH LANE GEOt-1ETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH (,.IESTBOlND t"10~) \,,11 DTH 2 3 4 R. . 12.0 R. . 12.0 L. . 12.0 T. . 12.0 L. . 12.0 T. . 12.0 T. . 12.0 T. . T. . L. . 12.0 12.0 12.0 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND IAIESTBOUND LEFT THRU RIGHT o o o 331 o 81 o 831 311 623 1105 o NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS C/') 5 5 0;' 5 LOCAL BUSES (ij/HR) o o o o PEAl': HOUR FACTOR 5 .';;> .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :5. :5. 1. 120 DIRECTION SEPERATION DIRECTION SEPERATION o - 99 (ijPEDS/HR) SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND o o SOUTHBOUND o 193 EASTBOUND 355 o WESTBOUND 676 726 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND l,IESTBOUND INPUT VOLUME 0 331 0 623 ADJUSTED VOL 0 368 0 726 CAPACITY 86 0 0 90 t10'JEt'lENT N/A N/A N/A N/A LANE 1 2 3 4 5 6 LEFT THRU RIGHT GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYTON & 1-95 WEST SIDE DATE 1988 PEAK SEASON ********************************** LEVEL OF SERVICE D SATURATION 84- CRITI CAL N/S VOL :2 1 1 CRITICAL E/W lJOL 1 1 70 CRITI CAL SUM 1 :3 81 ************************************* NORTHBOUND ~10V WIDTH NORTHBOUND o o o NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (%) 5 5 5 5 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH THRU -RIGHT LEFT INPUT lJOLUME AD,lUSTED lJOL CAPAC ITY ~10lJEi"lENT :5. :5. 1. 120 LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH R. . 12.0 R. . 12.0 L. . 12.0 T. . 12.0 L. . 12.0 T. . 12.0 T. . 12.0 TRAFFIC VOLUMES SOUTHBOUND EASTBOUND 359 o 83 o 890 :332 LOCAL BUSES (#/HR) o o o o WESTBOUND i"10V ItJIDTH T. . T. . L. . 12.0 12.0 12.0 I,JEST80LND ~, .7 .9 . '~ .9 675 11 :3'~ o PEAK HOUR FACTOR LEFT TURN CHECK SOUTHBOUND 359 403 o N/A EASTBOUND o o o N/A DIRECTION SEPERATION DIRECTION SEPERATION o - 99 (#PEDS/HR) SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND o o NORTHBOUND o o 86 N/A SOUTHBOUND o 211 EASTBOUND 380 o klESTBOUND 72:=: 790 \,JESTBOUND 675 790 90 N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYTON & 1-95 EAST SIDE DATE 1988 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE D SATURATION 81 CRITICAL N/S VOL 341 CRITICAL E/W VOL 998 CRITI CAL SUi'l 1 339 ************************************* LANE NORTHBOUND MOV !AI! DTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH 1 2 3 4 5 6 R. . L. . L. . 12.0 12.0 12.0 T. . T. . L. . 12.0 12.0 12.0 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND LEFT THRU RIGHT 561 o 346 o o o 347 815 o NORTHBOUND SOUTHBOUND EASTBOUND l,JESTBOUND TRUCKS (%) 5 5 5 5 LOCAL BUSES (#/HR) o o o o ~IESTBOUND r101} [,n DTH R. . T. . T. . T. . 12.0 12.0 12.0 12.0 I,JESTBOUND '7' . 'f .9 .9 o 1167 278 PEAK HOUR FACTOR THRU -RIGHT LEFT LEFT TURN CHECK INPUT VOLUME AD,IUSTED VOL CAPAC ITY r'lOl,,'EMENT NORTHBOUND 561 650 86 N/A EASTBOUND 347 388 o N/A 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 NORTHBOUND o 341 EASTBOUND 499 388 SOUTHBOUND o o SOUTHBOUND o o o N/A WESTBOUND 499 o l,JESTBOUND o o 'fO N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYTON & 1-95 EAST SIDE DATE 1988 PEAK SEASON ********************************** LEVEL OF SERVICE D SATURATION 87 CRITI CAL N/S VOL :3 6 9 CRITI CAL E/W VOL 1 07:3 CRIT! CAL SUM 1 4- 4-:2 ************************************* LANE NORTHBOUND t"10V WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND r'10~,' klIDTH 1 R. . L. . L. . 12.0 12.0 12.0 T. . 12.0 12.0 12.0 R. . T. . T. . T. . 12. (I 12.0 12.0 12.0 2 T. . L. . 3 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND klEST80UND LEFT THRU RIGHT 604 o 375 o o o 371 873 o o 1260 301 NORTHBOUND SOUTHBOUND EASTBOUND I,JESTBOUND TRUCKS (X) 5 5 5 5 LOCAL BUSES (II/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :5. :5. 1. 120 DIRECTION SEPERATION DIRECTION SEPERATION o - 99 (IIPEDS/HR) SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND o 369 SOUTHBOUND o o EASTBOUND 534 417 I,JEST80UND 539 o LEFT TURN CHECK NORTH80UND SOUTHBOUND EASTBOUND I,JEST80UND INPUT \jOLUME 604 0 371 0 AD,lUSTED \)OL 703 0 417 0 CAPACITY 86 0 0 '7'0 MO\) Et"l ENT N/A N/A N/A N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & WOOLBRIGHT DATE 1988 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE C SATURATION 72 CRITICAL N/S VOL 873 CRITICAL E/W VOL 31 5 CRITI CAL SUM 1 1 88 ************************************* LANE ~~ORTHBOUND ~'10V WI DTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH I..JESTBOLND ~10',! kl I C,TH 1 2 3 4 R. . 12.0 12.0 12.0 R. . 12.0 12.0 12.0 R. . T. . L. . 12.0 12.0 12.0 F;. . T. . L. . 12.0 12. D 12.0 T. . L. . T. . L. . ~ ~, 6 NORTHBOUND TRAFF I C 'JOLUMES SOUTHBOUND EASTBOUND I..JESTBOUND LEFT THRU RIGHT 24 562 168 218 441 10 40 23 24 27"6 I.', .~ ~:78 TRUCKS (},) NORTHBOUND SOUTHBOUND EASTBOUND L,JESTBOUND 5 LOCAL BUSES (#/HR! o o o o PEAf" HOUR FACTOR 9 5 5 5 .9 .';> 9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH : 4 . BOTH TURNS PROTECTED (W I TH O')EF:LAP" : 4 . BOTH TURNS PROTECTED (kl I TH OVERLAP! I. 0 - 99 (#PEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 655 o SOUTHBOUND 514 218 EASTBOUND 26 o I,IESTBOUND 15 289 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT 'JOLUME 24 218 40 276 ADJUSTED ,iOL 0 218 0 289 CAPACITY 0 0 0 0 ~10VE~'lENT N/A N/A N/A i'VA .~ GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & WOOLBRIGHT DATE 1988 PEAK SEASON ********************************** LEVEL OF SERVICE C SATURATION "7:5 CRITICAL N/S VOL 929 CRITI CAL E/W VOL :3 1 :5 CRITICAL SUM 1 244 ************************************* LANE NORTHBOUND ~'10V ("I I DTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH IAIESTBOUND ~10V 1,,1 I DTH R. . T. . L. . R. . T. . L. . 12.0 R. . T. . L. . 12.0 12.0 12.0 R. . T. . L. . 12.0 12.0 12.0 1 2 3 4 5 6 12.0 12.0 12.0 12.0 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND I,.IESTBOUN[! LEFT THRU RIGHT 26 595 179 232 466 11 43 25 274 ~ . ':'0 14 402 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS C':) 5 5 5 5 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR ,~ , ,~ 9 :4. 1. 90 BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) o - 99 (#PEDS/HR) PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. SECONDS CRITICAL LANE VOLUMES BY MOVE~lENT THRU -RIGHT LEFT NORTHBOUND 694 o SOUTHBOUND 598 235 EASTBOUND 29 3 I,IESTBOUND 16 286 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT lJOLUME 26 232 43 274 ADJUSTED VOL 0 235 3 286 CAPACITY 0 0 0 [I ~10lJEMENT N/A N/A N/A N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS -!!." GOLF DATE 1988 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE C SATURATION 75 CRITICAL N/S VOL 772 CRITI CAL E/W VOL 467 CRITI CAL SUM 1 239 ************************************* LANE NORTHBOUND folOV WIDTH LANE GEot'IETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND foWV I,,) I DTH 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 3 4 ~ ~, 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND I/,IESTBOUND LEFT THRU RIGHT 88 545 91 66 419 136 124 218 76 60 246 "::7 '-' .. NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (X) 5 5 LOCAL BUSES (#/HR) o o o o PEA~: HOUR FACTOR . '~ .9 . '7' .9 5 5 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH : 4 . BOTH TURNS PROTECTED (W I TH OVERLAP' :4. BOTH TURNS PROTECTED (WITH OVERLAP) 1. 0 - 99 (#PEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 741 58 SOUTHBOUND 646 31 EASTBOUND 342 102 klESTBOUND 365 24 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND \,.JESTBOUND INPUT VOLUME 88 66 124 60 ADJUSTED l'!OL 58 31 102 24 CAPAC ITY 0 0 0 0 MOl,) EfolENT N/A N/A N/A N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & GOLF DATE 1988 PEAK SEASON ********************************** LEVEL OF SERVICE [) SATURATI ON 80 CRITICAL N/S VOL 824 CRITICAL E/W VOL 496 CRITI CAL SUi"l 1 :3 2 0 ************************************* LANE NORTHBOUND i"10V WI DTH LANE GEOi"lETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND i"10V [,J! DTH 1 RT. L. . 12.0 12.0 RT. L. . 12.0 12.0 RT. L. . 12.0 12.0 RT. L. . 12.0 12.0 2 3 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND I,JESTBOUND LEFT THRU RIGHT 94 580 97 69 446 196 130 232 81 ,~4 262 70 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS C;) 5 5 5 5 LOCAL BUSES (II/HR) o o o o PEA~: HOUR FACTOR .9 ,~ . 7 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. :4. 1. 90 BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) o - 99 (IIPEDS/HR) SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 789 66 SOUTHBOUND 748 35 EASTBOUND 364 110 klESTBOUND 386 29 LEFT TURN CHECK INPUT IJOLUME ADJUSTED ~)OL CAPAC ITY i"1O') Et'l ENT NORTHBOUND 94 66 o N/A SOUTHBOUND 69 35 o N/A EASTBOUND 130 110 o N/A I,IESTBOUND 64 29 o N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & HYPOLUXO DATE 1989 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE E SATURATI ON '95 CRITICAL N/S VOL 825 CRITICAL E/W VOL 748 CRITI CAL SUM 1 57::3 ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH v.JESTBOUND r'10l) \,1 I DTH 1 2 3 4 R. . T. . T. . L. . 12.0 12.0 12.0 12.0 R. . T. . T. . 12.0 12.0 12.0 12.0 R. . T. . T. . L. . 12.0 12.0 12.0 12.0 R. . T. . T. . L. . 12.0 12.0 12.0 12.0 L. . 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND klESTBOUND LEFT THRU RIGHT 384 890 301 182 660 220 513 143 395 769 1 :30 226 NORTHBOUND SOUTHBOUND EASTBOUND klESTBOUND TRUCKS 0:) 5 5 5 5 LOCAL BUSES (~/HR) o o o o PEA~: HOUR FACTOR ,~ . 7 .9 . '7' .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. :4. 1. 90 BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED <WITH O')ERLAP-, o - 99 (~PEDS/HR) SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 545 421 SOUTHBOUND 404 173 EASTBOUND 314 220 WESTBOlND 471 434 LEFT TURN CHECK H,JPUT VOLUME ADcTUSTED ')OL CAPACITY r'lOVEMENT NORTHBOUND 384 421 o N/A SOUTHBOUND 182 173 o N/A EASTBOUND 220 220 o N/A klESTBOUND 395 434 o N/A (3 R E : !~.~ E 0~ Et-..4:3 I r-..~ E E F~ I r'..~ C3 CF~ ~CAL ~OVEMENT =. l;- :.....~ C: E ;'...jj......~A!._ i , T .=, -1 . - C:;".~ I~ F' E :=::; .:=; 's-;;: t--= .(- F' C~ L I_I:. ;:" Ci 1 ". ';;=" F: C;' ..; E ::.' L,'""I'';: ,,-- .-'- H"'t:r:ri!.:t:. ~ ,_.-1,- *****+******~E*~**~~~***+*~******** ::: r::' '-'F l_: :~-:-!_':=:HT ~ =:~1 74 ....................- Lr:.. . . _.M... -:;"'-:::'Al.. 0:::,:35 , ;: ....1 '=:L 58.:::, ,=::=' ~"7 ~ :=.:-'! '- - , .. 1221 ************+******+*****++*+**~++++* " -, h-,-" : , , ..:..,', ~ -,;-oj,;-. - "......- '-~' =......:. " ~ " ~ = :- H ....., ,::;.~,:- ........ ~-- ----- ,.....,. - - . -, ~ :: ,. ':,-" .,." ,.:::' ;::::; --C'-~':::... -, ~ '.T' ': ~ #F'== -- .-~. 1, I ..,......L... :..rl~.iE r :C:",_,;'iE':, '..t,'d '~i"j!:> c :C;'''''~E<:!X';C; :'L :jT~c !='u::: EH':":;' '=. Uf.j: - --.... ~., "::: -: - ' '-+, -.!. ~ ,-,,., ~.~c ~~ ~ S i] :_:>~ = ::: C_'-'- i-;:; C'..i~' o - - ,- ~_ ,i ~ o i3 F: I=" T c: r;- I i=,f'..jI..3F:E i -.;: __ __ '4 '. ,r-.--. ,"..Ci'""':. , ., ...;.. ,_;;--i,-- El-"~ (3 I ~-.j E E :=;;: I :--41.3 At-'.~~L-'i- ~=, !=: I Er..... 1_, = ,-: , r."; C;'.-.) Er-'"i Er-'.~T C' -- ;...;".(" F' C: L l_l=:: .=. ..1. :,,_: F' F: c~ ._T C::. =:,",'-'j!_~= ~***~*++*+*******+*~++~*+*****+~** -J.- :~ , :;::;-i -'...., 'Li ~ '7'.':;:' ::=:2-::" *+******~++***+*++++~+******+*******+ -'!.- 74'::' 1575 '- _.'_L ,~ = ,.:t' .... L... :K~"". ':.H~ .'_-Ml... ~~,:;:=h:" -:}"1 ,~ " ..;..,) ~ -.-J=:C _'. o = = '.~'-' . -. ;-.~."r""~C.;:" L;-~i:E ",':- '. ;::;;-T:"';B'j~:",!C :,r:.. . . e1;:,: '3.: .4 '::,C'_'~~E : '.,~ .[, ...'..... -' ~;:,:; -, ;: .-,:-,'" ... __0 ::,-,.: .;-, , "".-- :=,::;<,:::E::J:jI' ~ ---~_.-~,..,... ,.... -- - ........ --- ---~ - .. ~:= =:= =, ....j,-,.::..,'::' E,--; ~....:; C '_r~.._;= " , .:....... --- -, i:.~.=' -- c -~ ,.,... -:c (3F~E -.i. >~ER ~ ..::;. . ,-.- ,-. , t==>.~ 13 I :--~J E E;:;:- T j-..j C3 ~ r...~ C;.'.-) E;--.--' .~'. ::::C: I -.'--'-- ., I ~;--...o..::;L ;=. " '- :=~ 1 .~-.1 F' S: =:1..._.; E L.; p EC;i-i:~:: C,;' - *~*******~~~~~+**~*+*~++~~+.++**** t-:, c, ,-,'.,... " o _,I . ~ '-' ... _, ,c.. :c'=:;"1.=-::;" '- A --r ~.4C) 5::::;.-:.: f+*++++~+**+*+******+*~************** 1 2:2,~ - . - I ~ ~ '-;C;:"""'~:::"-'i J~'l"\ . .- --,'-" ''''' - --=,-,' - -- .- - ._- ..,. -,. ~!i~g~t~ ~#+j1";~ .. - ".-.' ,<_;r' ;~__ -,,-,.-, "'~'=:~,jS8:J ;_:r.~: :'C 'I: ~S'=ri_~.i=: -.."-,, " o .. ~ ,;. . 'T;;;:;;~F= ': iOL_'rAE': :: ,=iU:h'8r=:iJ~J= u, <- ....:.- ...J'_' _ ~..:.:. ,--_:r>:;~ ....--....-' = = :'-' -: ::::~ ': :- L.; ,,-- :.,= '_ r:::~,~..)i :=: ... u '~ ,;,[ S9P1j5';i&E' erE:~ -.... :--= = '_.' J[ "...,-' -' .-,-,-' ::H::E:':':X.J[' ~ .,1 i::" .'"'- # ::::;':--;-::::-::-- ?!.;' . 1 ~ C" 1:- '... "''', ;,..,r, '""-lI~~L. _, H_ ~ ;-, E;-- ~ :,:: E :::=. _ T '-' .... ~; :-=, ~.~ --,1 c ~':~i~-';'" GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & HYPOLUXO DATE 1989 PEAK SEASON ********************************** LEVEL OF SERVICE E SATURATION 95 CRITICAL N/S VOL 824 CRITICAL E/W VOL 740 CRITICAL SUM 1 564 ************************************* LANE NORTHBOUND MOV l,JI DTH LANE GEOtvlETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH lJESTBOUND tvl0l) kl I DTH 2 R. . T. . T. . L. . 12.0 12.0 12.0 12.0 R. . T. . T. . L. . 12.0 12.0 12.0 12.0 R. . T. . T. . L. . 12.0 12.0 12.0 12.0 R. . T. . T. . L. . 12.0 12. (I 12.0 12.0 " 4 5 6 NORTHBOUND TRAFFI C lJOLUt1ES SOUTHBOUND EASTBOUND klESTBOUND LEFT THRU RIGHT 396 917 311 190 635 235 228 533 137 37:3 797 1,-,,-, ';:'0 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (X) 5 5 .~ , 5 LOCAL BUSES (#/HR) I) I) I) I) PEAf<'. HOUR FACTOP . 'f 5 9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. :4. 1. 90 BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (W I TH OUERLAP) o - 99 (#PEDS/HR) SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -PIGHT LEFT NORTHBOUND 561 436 SOUTHBOUND 388 183 EASTBOUND 326 230 l,JESTBOUND 488 414 LEFT TURN CHECK INPUT VOLUt1E ADJUSTED lJOL CAPACITY tvl0VEt'lENT NORTHBOUND 396 436 o N/A SOUTHBOUND 190 183 o N/A EASTBOUND 228 230 o N/A l,JESTBOUND 378 414 I) N/A {3F:E --. ~ I::::.. ;:;:: C-F: ~ T T ;=-AL- '_."-;I"':~. E>J C3 -:;: j-'4 E E ~: I >.~ ;3 "'-." '-,; ..! Er"1 Er-..~T j-,i" (F'C1L Ll><C: Ar-'~A L '==. ;=: I Ei+'~ c: E ~=- , , ,=',.l -. -- ::: ;+'.1 F' F: C, J... ! E r ~**+,~*****~+++~+*~+~*~~****+~~+-~ -.,-' --,'-- -,....-7 ~ c: " ~- ::=. _L... ,~'O *~****~****~**~+~~+*+f~7****~+*++~+++ _ --::'.:: t:" ....J:: .~ = ...... --:' -,G~-HB'="_:;'. c... . .....E :L'~ '_ = ' - .....:-:;:'it: _'__",__n '~-' . - - ~; -,. T : 2. =i i li=L:31E: ';C':.:--H~:O:_': ;= _:-r;- --:,r;- = = = = -- '- -:'; ~ :. ,. ,- - -,~ ,- - , .,1;;_- 1.-' ~ ...: . =,,-;~;BOUt-iL.' ~ "',- -..,---~-- 'Y_ _i"~E;:;:, '.',-, ,""'-'- ::. i -.~ j ~ !_.--; L.. ,....' -',-" :;'t . 0':'1 _:"i;:::_."' ~ - u ""';.,)0,-' -. -"-1 E;-j~73C:_:;'!= ,- . - -..,-- -, 'i:. --= - ...."' .~ GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & HYPOLUXO WITH PROJECT DATE 1989 PEAK SEASON ********************************** LEVEL OF SERVICE E SATURATION 95 CRITICAL N/S lJOL 831 CRITICAL E/W lJOL 741 CRITI CAL SUM 1 57:2 ************************************* 1 2 R. . 12.0 12.0 12.0 12.0 LANE GEOMETRY SOUTHBOUND EASTBOUND VJESTBOUND t10lJ WIDTH MOlJ klIDTH t'10V klIDTH R. . 12.0 R. . 12.0 R. . 12.0 T. . 12.0 T. . 12.0 T. . 12. [I T. . 12.0 T. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 NORTHBOUND LANE MOV WIDTH 3 T. . T. . L. . 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND Il.JESTBOUND LEFT THRU RIGHT 398 926 312 190 643 235 228 533 139 379 7'-'''''' ( "'1'{ 188 NORTHBOUND SOUTHBOUND EASTBOUND klESTBOUND TRUCKS (;~) 5 5 5 5 LOCAL BUSES (Il/HR) o o o o PEAK HOUR FACTOR . 'f . 'f .9 . 7 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. :4. 1 . 90 BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (I,j I TH OlJERLAP) o - 99 (IlPEDS/HR) SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 567 438 SOUTHBOUND 393 183 EASTBOUND 326 230 WESTBOUN[, 488 415 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUtlD INPUT VOLUME 398 190 228 379 AD.TUSTED <V'OL 438 183 230 415 CAPACITY 0 0 0 0 t'10lJEt'lENT N/A N/A N/A N/A i3~'E I >.~i:=.F: C r-=: I T -- ,-.'-. '-' '-" ~13F: - - - , ,.,- i=..~.=" II=:AL E t'"-.; (3 1 j-..J E E F: 1 j-..~ C3 >'1 !=:!i../ Er-< Er',~T 's':.: H"'Oj" r=- ':' L Ll'>< L.l Ar".~A L "-( :=;; c: I E ~-".J C: E ~=: ,_ i -_' ..i. (-.-iF='F:C;;..O"! *************+~*+**********~.~~~*~ c- ,-,- ~=:R!,.:= CE C" - ~ ,~.c! :=; ++++.~+.~~******************~*~******* ~ -'"-:0... .,,: ;:;"T:~t:,C:'_';'j= c ~ ...:. . ~ ...:. . ~. = ;,- ::~LE'C!2..j2 :'<:;: - -- :' "':t '" .., _~J; : 'I.~~:HE: '_i~ '_! -: :c - ','!:;o-'-:-JC"'! '"-Jr, "_" "...-1.,..:..,',<... ---'c ~ :<-+. ,- ':....... '_,,":,M .-,,' '" '-H"-. c +_.-1l_ ~r; ~ ...,...: ~=,l-- '- "." :.,-., ....rl, _ _ _ 'C - J, ~ _ ., ~ :"':'-' ,', ~ , '-, ~ ..:. . '-' -i..." ~,.. ..,-.-. ,- ":....,.. r ~ _ '=.;"_:'1::': .:'T_Tri;::,..:._ :'- ~ :'':.1::" ~, = '_;::E: = = = = :..:. ~ ;- ~ - ,..,-,----- - - - ic~: =''-,-',..1 W'4" , ::C- ,-.,_Ir ': -'-'-"-" '<... - '_,HL .....!-"I\E : 1'", ~ : :~,j c : '...'---....,1,'-- ,---,' _u ....L=,- :>";- , , . ,~, -' '-', .< '- :~ q ': :;:'c -;UF;"j . ''-'-'' :' L,I_,T!-!8CL',k;: -f"! ::,"':': - ~ ::.,..,:,-~:::::_:,';2 ...:...:.:' :; ~p '.1;:'_ :;:- "- '- '-, --:-E;':"_'~-'h. ,:,,-. ~'...'-' -f-',-, ~ ..:.U Ei-::~2C:.!~.,j[ ,', " ;s. ,~C' - -""'-, -.' 'e - - -,' __J- .-~::-;:;-" "": '.::: = T~: :-: ~)",;:, ~.!:: \'. ? ...,,- GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & 22ND ST DATE 1989 AVERAGE ANNUAL ********************************** LEVEL OF SERV ICE E SATURAT I ON $'5 CRITICAL N/S VOL 1 1 27 CRITICAL E/W VOL 433 CRITICAL SUM 1 560 ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH f,.,JESTBOUND ~~101) WIDTH 2 3 RT. T. . L. . 12.0 12.0 12.0 RT. T. . L. . 12.0 12.0 12.0 R. . 12.0 12.0 12.0 R. . T. . L. . 12.0 12.0 12.0 T. . L. . 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND I,JESTBOUND LEFT THRU RIGHT 286 1236 423 142 794 145 108 101 185 298 189 407 NORTHBOUND SOUTHBOUND EASTBOUND 41ESTBOUND TRUCKS (%) 5 5 5 5 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 . 'f PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. :4. 1. 90 BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) o - 99 (#PEDS/HR) SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 1003 301 SOUTHBOUND 570 124 EASTBOUND 117 83 vJESTBOUND 220 316 LEFT TURN CHECK INPUT VOLUME ADJUSTED I)OL CAPAC ITY MOVEl'lENT NORTHBOUND 286 301 o N/A SOUTHBOUND 142 124 o N/A EASTBOUND 108 83 o N/A I,IESTBOUND 298 316 o N/A ,-:'"..; C;' 1= , ....""- 1 >.~EF: Er...~ (3 1 r-..~ F" E~: 1 r..j (3 ,-.c. '_'; ,"..1. I C.AL r-,'1 C!'.......I Er~..l Et-...~T c: ;:; r-..J (3 F: E ~=: '::-:: :2 :2r-. j C) __ c ~ ,. ,=,:- ,....:,".. ;::...~i-i:_,::. ~:... ;'_:1-':.... 1 ;...., F' F: i::I1._..3 E C' ~=;T :::;:; C: lEi",,; L Ar---.iA L "-( :=; I =' I=~ ~****~~*~*~***************~***~~** .-, '- :;::;7'JPH"T: ~~:~.., 72 1.- ,-.. ,-, ~ ',.'_ ,=.,:=...1. :-=:n -~'~7.:=.H... ~.: ~.~' 1 ~ 1_;...,.... O. ')1-;1 ._'.... ,-..... ~ ~. L.'.. 1 ., .--, ..1. .=......... *********+****+*******+**~~*~******+* _,:'.c ~~ =~/i:-;-? : =::;~ -i~':~ii_;~.;D :.,~!L 'T~E:CL;\[i ,....- i'~Q!) \:lC;~ ,.... ~ .. R; . -..:.:.] -,-, ,- r:i-ir - . _ ,.~, ,u=: '_'L..._" ..._' t; ;::: ~j' ,j:' ~"'C:'~"_"H. , ,"- '" '-- -~- o = o ,- , -. ~ .C l:PITI C;:;L ';E ',:C:"'L>lE': .-,~,,-,. ....'~ - -= _'- h. 30:_!~~:: =i_, =...,,- -:,-.,. :.24 ~-.,. Ti...:PN C~!: =:~; = 42 :::A.:-"=_,..",- ~.,1 G! , ~ :J : -r - --- ''',- ='H: i =~ ',.' ~j ,i ~ J:> ,- ...::;. -::.:..:,-' Oc :< ;;-:,r:- ";I-d ..j....",..,.. ::" :::~ =:~B ~:U~-![, ;::,:..;'::T8.: J~"i[! :: _ ---:; -.' 'f. '- - ... "''''.' GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & 22ND ST WITH PROJECT DATE 1989 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE E SATURATION 96 CRITICAL N/S VOL 1 1 46 CRITICAL E/W tJOL 445 CRITICAL SUM 1 591 ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH I'lO~) 1,,1 10TH ~JESTBOUND I'lOt) ~J I DTH 2 RT. T. . L. . 12.0 12.0 12.0 RT. 12.0 12.0 12.0 R. . T. . L. . 12.0 12.0 12.0 R. . T. . L. . 12.0 12.0 12. (I T. . 3 4 5 6 L. . NORTHBOUND TRAFF I C I)OLUMES SOUTHBOUND EASTBOUND i,JESTBOUND LEFT THRU RIGHT 302 1255 435 142 812 145 108 101 199 308 189 407 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS C'/,) 5 5 5 5 LOCAL BUSES (#/HR) o o o o PEAI< HOUR FACTOR .9 ,9 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. BOTH TURNS PROTECTED (WITH OVERLAP) :4. BOTH TURNS PROTECTED (WITH OVERLAP) 1. 0 - 99 (#PEDS/HR) 90 SECONDS CR~TICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 1022 320 SOUTHBOUND 581 124 EASTBOUND 117 83 ~JESTBOUND 220 328 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND ~JESTBOUND INPUT VOLUME 302 142 108 308 ADJUSTED VOL 320 124 83 3")<""1 _40 CAPAC ITY 0 0 0 0 I'10VEt1ENT N/A N/A N/A N/A 3RE I r--.~~F~ Ej-..J (3 l >J E E F:~ I r-...~ C3 ~=; ':: I E;--.l C: E ~=; ,-, t::;;- I I '-=~l_ >-1 i-::l.__.J Er-"1 ;=j--.~T ~:>~A L-Y' ~=; I :: :'< C3 F~ E ~3 ::::: .~.::: :2 2r- ~ L) '::;;T I r--.' F'~: ell..) E c. " F' ;',;"";L::: ~ Q':'G r:J 'ERriGE ~(;>J,_,.';";i.... ~~********~~**~**+**********~~***~ :;: I::' ~- I~lr= '::,E?:.. ~ '-' '- c: :.AT'_:F~T ~ =:~~ 7:3 ~R=-:-= CH:.... ;" ...::... '7'U 1 ': p ~.~ I ;:.i-iL :. :-.j iDL ::=: 0 :3 ':r: :""1"": ~HL.. ';U'1 120...:+ ***+***~**+***************+********** ",- -,-...".<~-~.',. -,~"<:: :::,-" ,::' ~ '--,- ., ,= _1,-; ',,- :.c::_ ~:i3CL.J,i= ::::- .:-=CL~;[ " ~ ~ - , - ~ ..-." li..' ,- ..:. .,.:, = -C:A,::=1 C _ "_ _'~~ E .: ,- ,- ,.,r -~, - -' ''- ....,...- - ,. ,.... =~-;: = - _: ,:.. ..::.......... -+.:: ~ ~ --" = = = c o ..... -: ,:;" :..,.. 0-:: =::;-,-c--c- ~ .-.J.~ -- ,-."",-'-.'. : ="_ .'1 _';-;"l.. ........- _,-11.C. '-J~ _,~'!E'.:, '-,.. =, ' ",'l:-'! :~'.'~'. ~;.: :;:T~2:'::::U;-.,;: ~'-"- :-1E=_ ---.-,',"',- =1-": =:'..;:_', ' ;,---.--- .'--.....-,'- -' -"-- -'... ~ 12":' ::...: C~E'=.,c ':=......~2:Lf = '~;:.: i_'T H B 'J UN [. =,:; .:'E<::"_i~,J:' '..'e' ;.12 _, _ r ~~ GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & 22ND ST DATE 1989 PEAK SEASON ********************************** LEVEL OF SERVICE E SATURATION 97 CRITI CAL N/S tJOL 1 1 :5 7 CRITICAL E/W \)OL 438 CRITI CAL SUt-l 1 :5 9:5 ************************************* LANE NORTHBOUND MO\) 1'-'1 DTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH 1,0ESTBOUf"jD MOV I,JI DTH 1 RT. 12.0 12.0 12.0 RT. T. . L. . 12.0 12.0 12.0 R. . 12.0 12.0 12.0 R. . T. . L. . 12. (I 12.0 12.0 2 T. . L. . T. . L. . 3 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND I,JESTBOUND LEFT THRU RIGHT 289 1275 429 144 818 150 112 104 18,5 2'?'? 194 413 NORTHBOUND SOUTHBOUND EASTBOUND vJESTBOUND 5 LOCAL BUSES (ij/HR! o o o o PEAK HOUR FACTOR .9 .9 .9 TRUCKS (;;) 5 5 5 ,~ PHASING N/S :4. BOTH TURNS PROTECTED (I.<lITH Ol,,'ERLAP) E/VJ :4. BOTH TURNS PROTECTED (WITH OlJERLAP -' PEDESTRIAN ACTIVITY 1. 0 - 99 (ijPEDS/HR) CYCLE LENGTH 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND vJESTBOUND THRU -RIGHT 1030 588 121 226 LEFT 305 127 88 317 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND 1.0ESTBOUND INPUT VOLUME 289 144 112 29'? ADJUSTED VOL 305 127 88 317 CAPAC ITY 0 0 0 0 r'10VEt-1ENT N/A N/A N/A N/A (3 F~ F=" I C:Pl. ;-"~E~: E;-',~ 1:31 r-.... E E F: I i"'~ l~ :::; t-=: I Er'.l C: E .=- T I C:AL- !'".-; '-I I.,) E r-"~ E r...J-:- Ar-'..lA L "-(- ::::- I ~, J--=: ;_:;~"J ~3 R t=. ~:::; :=:; 22t-..JC; ':=;T I J"1 F :=;:: eil.,) E [) L~M: _ ~::Hr '::,;:::,,-;::,;J:': ~**~*~**f**+*~***+*******~4~*~*+** ~I IE~ ,_or SEPl 1'-:: ,-- . -:-, 11'" ..... T ,-,~ ' :'-li_'r'.I-l; -i'_,," 74 -......--- .- ,,' "1_,Hi... -',- ':;'0 314 1221 -~.... ~. i !' - ~ 1 \i "_'J... -;:;: -...- ,- ++~.~~*t*~**************************+* __--1i -" c !3 E :~'1 E--:";::;' 'j,- - ':,'=!_,....-~~ =ij.;c . ~;~ :'_:;\j[ , ,~ ~,~' ~,' -, ,,;.:. ...... -, 1":'.' ~ - . '- = "T,.....,_ _ ;..~ !:" : ~;:~l.. ""':....1:" -,",- '':'l: ~ J -.,: ~ - -,-1..... ... _ _ '- . ~ -=,~~: "':,~.~ , = = = = " ,. :....., ,...-,-~:: ::"_' i ,j 'r " '- - - - _._,---- , , " _ L;-.,- :;2, 8[:-;-;"'; .;:, ': . "- ?:~Cj"EC:::= " H _ ~--c ':t, _'- -,,' ':.c': :::'" _.;-<L _.':';:'.jt:: '-:::"_:~~E~ - ",:~y . E:;-'c;',;-r -.;:=:;:,......-;E;Cu;,;:; ;,:'U-;-H2C.":~ ,..;:::[, -,.;,,: c,-;.::.--;-sc:_ -,~: 1-" 1 .:.. ~ -- -:' -'r,e ':',--'.) 4':". :-:_1Ff'1 ::HEC ~: ,.;;~ ~" ~~; ::i ,_;:.;:. SDJir-;S::U>;C E,:..;':::TBG:_:: ,: ;'JE~TEO:~:;';: :44 . c, c" ,::.'-,. ,~- e ~ ..:. , :;-', - ..:. ~: A i<,- i-! GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & 22ND ST WITH PROJECT DATE 1989 PEAK SEASON ********************************** LEVEL OF SERVICE E SATURATI ON "7' "7' CRITI CAL N/S VOL 1 1 "76 CRITICAL E/W VOL 450 CRITI CAL SUM 1 626 ************************************* LANE NORTHBOUND t'10V WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH (,,1ESTBOLND t'10\) \,1 I DTH 1 RT. T. . L. . 12.0 12.0 12.0 RT. T. . L. . 12.0 12.0 12.0 R. . 12.0 12.0 12.0 R. . T. . L. , 12. (I 12.0 12.0 2 T. . L. . 3 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND I,IESTBOUND LEFT THRU RIGHT 305 1294 441 144 835 150 112 104 200 .309 1 '1'4 413 NORTHBOUND SOUTHBOUND EASTBOUND 1,,1ESTBOUND TRUO:S 0;) 5 5 5 5 LOCAL BUSES (Il/HR) o o o o PEA~: HOUR FACTOP .9 " 9 ,~ , PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. :4. 1 . 90 BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) o - 99 (IlPEDS/HR) SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT ~JORTHBOUND 1049 324 SOUTHBOUND EASTBOUND "lEST BOUND 598 121 226 127 88 329 LEFT TURN CHECK SOUTHBOUND EASTBOUND \"fESTBOUND 144 112 309 127 88 329 0 0 0 N/A N/A N/A INPUT lJOLUME ADJUSTED VOL CAPACITY t'10VEt'lENT NORTHBOUND 305 324 o N/A i3F:E ':'~=:F:: Er-'.~C3 I >.~EEF: I >.~:3 :::=:C: 1 J_ ::;- J. i C:A L >-~ .=:;;.,)' E;-'-~ E:-'.~T ~j''"4~.:'-' !-. 1:';--_; (3 i-'::: E ~=; ...;.....---. - 1 .1;=- F .~.:.: ....,'ri Ej'.~ ':: t=. ~; T " t:1'_..'E:::. .-'..;,.. :t:.::-:__;-, ",- '-....... +*~*f***+**+*~**+*~*******f*****~~ ,- :~ - ~-; , ~ _I' ",-_,,-;1.... ,- - ~,.. . :..:.L . , -';-!\"" =- ,~~" f******+*************+*f********f++** 12..36 ~,'-ir';E 13E>='~'lE~R IC ~.-~E:, :::il_:-:-,'-',::.CU'i[' j'-;: =::t-: ~,; -.' ! " :! " ~, = -',~iF=: ~ __3.'::: c :,-, I~:..J= = _ :: J = = = '4 - .,-U ...,.. :~:-E ~ " 2ECI~NL:' ~R:Tr:riL L~NE JOLJME~ : ~CP"T:..JE:-~ ;;:; J''''HE::: '~~,:" '".'0 " -. ~ 59:: -- i ';\1 :'nEC~~ --::'-~;:i:' " ~"-- :,i_ :_:T~E,C; 3' 144 ~..:, 7=- II:',~ '?-22 ,.L :314 ,-.....~,,-,I.. .... ::'H-: j =-,-'l..-I'H.: :\:1 ::T;"': ..;...... - - , '>:- ~ .." -....-~--~-- ,...,.. ..... .- ~::::- "ie' ;:::'~=' Eri,:TB:':,j:".j[ < -:< r.,-, .::>0: E~ .:.....=~CV.;:' u c-,,_ ;=. ~' c; '!'EC.T iE:.-E..: _i\: ~, ,-,. . - = ;:':--;-c cr_:~'l= =- _oj'; ~ GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & CENTRAL ACCESS DR DATE 1989 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE D SATURAT ION 82 CRITICAL N/S VOL 1 1 36 CRITICAL E/W lJOL 222 CRITICAL SUM 1 358 ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH I"jESTBOUND i"lOV on DTH 1 T. . T. . L. . 12.0 12.0 12.0 R. . T. . T. . 12.0 12.0 12.0 R. . L. . L. . 12.0 12.0 12.0 .., ~ ~ ~ 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND klESTBOUND LEFT THRU RIGHT 270 1773 o o 1396 226 386 o 191 o (I (I NORTHBOUND SOUTHBOUND EASTBOUND i,JESTBOUND TRUCKS (%) 5 5 5 5 LOCAL BUSES (W/HR) o o o o PEAK HOUR FACTOR . '? .9 9 .9 PHASING N/S :2. HEAVIEST TURN PROTECTED :2. HEAVIEST TURN PROTECTED 1. 0 - 99 (WPEDS/HRJ 90 SECONDS E/W PEDESTRIAN ACTIVITY CYCLE LENGTH CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 1085 281 SOUTHBOUND 855 o EASTBOUND o 222 klESTBOUND o o LEFT TURN CHECK INPUT l)OLUME ADc1USTED VOL CAPACITY i"10l)Ei"lENT NORTHBOUND 270 281 230 N/A SOUTHBOUND o o 51 OK EASTBOUND 386 423 o N/A oJESTBOUND o o 222 OK GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & CENTRAL ACCESS DR W/ PROJECT DATE 1989 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE D SATURAT ION 8 "7 CRITI CAL N/S l)OL 1 1 81 CRITICAL E/W VOL 252 CRITICAL SUM 1 433 ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WEST B 0 Ut',lD MOl) 1;,11 DTH 1 2 3 4 5 6 T. . 12.0 12.0 12.0 R. . T. . T. . 12.0 12.0 12.0 R. . L. . 12.0 12.0 12.0 T. . L. . L. . NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND I,JESTBOUND LEFT THRU RIGHT 299 1784 o o 1411 245 433 o 207 o (I o NORTHBOUND SOUTHBOUND EASTBOUND I,JESTBOU~'lD TRUCKS (;~) 5 5 5 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR .':;> ,9 .9 9 5 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH ."> .~. :2. HEA~!IEST HEAVIEST 1. 90 SECONDS TURN TURN o PROTECTED PROTECTED - 99 (IIPEDS/HR) CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 1092 317 SOUTHBOUND 864 o EASTBOUND o 252 f}JESTBOU~ID o o LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 299 0 433 0 ADcTUSTED l)OL 317 0 481 0 CAPAC ITY 228 89 0 252 ~'10""EMENT N/A OK N/A OK j3F~E l :'.~EF: E>< (3 :: :-..~ E C' F: I >.~ {3 '=, C. I E>.~ C. =:: ':;:: .:: ~: I J I ~_' A L- ~-.'1 C:1...--' Er-.~ E~ .~T A;-..~A L "( - ;:: C: >~ (3 F' E ':::: c. ,:. -- C. Ej-.'.4T :=:;:.~ L ::........:.. C: c-:=- .=, [.;F. _'H; - ~*~*~*.~*~**~~*~**~+.~***+*~~*+~*+~ --=. '=.~ -"r-. :.j-j ._1.....;...;: ,'-, ,-' ,=, '-t" _hL 1 1 -"' 'c::. , ~..;.......:... - .-, 7"'" ~:-.. " ...i....HL.. 1 :385 ~f*~**~*~+*~*****+*****~~***+******+* :: =: ~~,.t ~T F'';{ ~ -< E = _ ~ ,,. '!......~E::= +~,:' ':,""1: ::!_ ~':. iL c '..;,-;' . ...:... - " '.H.- - . _ '_ '-'...' ..::: ~ ~= _'-H~::: f,;= ='__','l. , 4"':: " -'c'~~ .. ~...: ~ ~ " -:::-. '-,'" --;-- -.....-.-- ,.. - - - ~::~:;:. _';-1L ,-.--"1: ,_ '_'L_:IE: ::.'r .J ~ o i-.:: l:::. I C-~- I ;-..'i='"t:::: -.... "~ C3 I ....~ E E F: I j...j (3 :::;; C: I E>.~ C:: E :=' T T .--.."-.1 ... 1_:r--l!L..... r-.~ C~". . ~ E ~..,; i= ~"~ T ;'~AL.'-(:3 I -..;; '.-=';-': '-- - c: E~".~T F~A L .~c:c. E ~=: [. r'" ~,- C'._" ~+7~~+~~*~~***~*+*~*~*******++++~~ , . --,- ,- :r- -~ _Fe..... -"-':'" 1 20 :=~ -." _.i....'- .-, c=- .-, "'::"-''';:' :.::;:. ~ T = =.~,L '"'' ,-, -4. 4.:Su ***+*+++***********~~*+~y+++*+~++***+ -,'- 'j=: - ~ -,"~"""--',. .~ -- ....:;,,- ~ :: - -, ,'- ,-..-oJ ;' ~ r' "- 'C:: =-" -"-. c ....:.... -- ..- - .-,1 ""1!: ~ --, ~ f r-,c '_' _J,'... .-_, --""-, =:......: ... = = = = = ....c,.:..;,'. :: ,..- -...----~ " - ;;;F :::= -,..-.-",. :::_ L:.~ -,.. --.. ~, --" '- .'-';,;:, :,,: "Jo.,tC: ___-L __ ~,~(-I !=!-~=:, i =~->-=,="_1~-;: :: C:_'~:-,'E Cr~';',i[ C~..:..:: -;-= -,-""":- - -,,-. -,-y - ::"T '...C;: -i: I'" ~... '. ,'.... -"-" '.. ': ,-:1 ,....;..:::::,,-' [, - -"- - .. --' E"':;'::-'-::: ;:' -,"..... .:: ': ~ GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & OLD BOYNTON DATE 1989 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE E SATURAT ION 1 0 0 CRITICAL N/S VOL 1077 CRITICAL E/W VOL 573 CRITICAL SUM 1650 ************************************* NORTHBOUND LANE MOV WI DTH 1 RT. 12.0 2 T. . 12.0 3 L. . 12.0 4 L. . 12.0 5 6 NORTHBOUND LEFT THRU RIGHT 469 1557 69 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS CO 5 5 5 5 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH Hr<U -RIGHT LEFT NORTHBOUND 993 275 I JUT VOLUME DJUSTED VOL "~PACITY lVEMENT NORTHBOUND 469 525 o N/A LANE GEOMETRY SOUTHBOUND EASTBOUND WESTBOUND MOV WIDTH MOV WIDTH MOV WI DTH R. . 12.0 R. . 12.0 RT. 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 ... TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND 109 1184 321 382 169 122 31 148 112 LOCAL BUSES (W/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 :4. BOTH TURNS PROTECTED (WITH OVERLAP) :4. BOTH TURNS PROTECTED (WITH OVERLAP) 1. 0 - 99 (WPEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT SOUTHBOUND EASTBOUND WESTBOUND 725 197 155 84 418 0 LEFT TURN CHECK SOUTHBOUND EASTBOUND WESTBOUND 109 382 31 84 418 0 0 0 0 N/A N/A N/A , '~'" 1...., '....,.., "i.' ,..., 'i, r1 j.,' H I 'f~' H GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS IMPROVED CONGRESS & OLD BOYNTON DATE 1989 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE D SATURAT ION 7 a CRITICAL N/S VOL 906 CRITICAL E/W VOL 374- CRITI CAL SUM 1 :2 a 0 ************************************* LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH 1 RT. 12.0 RT. 12.0 R. . 12.0 RT. 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 T. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 4 L. . 12.0 L.. 12.0 L. . 12.0 5 L. . 12.0 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WES' ",' "ID LEFT THRU RIGHT 469 1557 69 109 1184 321 382 169 122 31 148 112 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (%) 5 5 5 5 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. BOTH TURNS PROTECTED (WITH OVERLAP) :4. BOTH TURNS PROTECTED (WITH OVERLAP) 1. 0 - 99 (#PEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 692 275 SOUTHBOUND 631 84 EASTBOUND 197 219 WESTBOUND 155 o LEFT TURN CHECK INPUT VOLUME ADJUSTED VOL NORTHBOUND 469 525 SOUTHBOUND 109 84 EASTBOUND 382 418 WESTBOUND 31 o GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & OLD BOYNTON W/PROJECT DATE 1989 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE E SATURAT ION 1 0 1 CRITICAL N/S VOL 1095 CRITICAL E/W VOL 577 CRITICAL SUM 1 672 ************************************* LANE GEOMETRY NORTH80UND SOUTHBOUND EASTBOUND WEST80UND LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH I RT. 12.0 R. . 12.0 R. . 12.0 RT. 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 L. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 4 L.,. 12.0 L. . 12.0 5 .... 6 .... TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 479 III 382 31 THRU 1583 1215 173 151 RIGHT 69 321 133 115 TRUCKS (%) LOCAL BUSES (1I/HR) PEAK HOUR FACTOR NORTHBOUND 5 0 .9 SOUTHBOUND 5 0 .9 EASTBOUND 5 0 .9 WESTBOUND 5 0 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH HRU -RIGHT LEFT NORTHBOUND 1009 281 .PUT VOLUME DJUSTED VOL ctPACITY OV EM ENT NORTHBOUND 479 537 o N/A :4. BOTH TUffi~S PROTECTED (WITH OVERLAP) :4. BOTH TURNS PROTECTED (WITH OVERLAP) I. 0 - 99 (IIPEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY r10VEMENT SOUTHBOUND EASTBOUND WESTBOUND 744 201 159 86 41B 0 LEFT TURN CHECK SOUTHBOUND EASTBOUND WESTBOUND 111 382 31 86 418 0 0 0 0 N/A N/A N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS IMPROVED CONGRESS & OLD BOYNTON W/P DATE 1989 AVERAGE ANNUAL ********************************** LEVEL OF SERVI CE D SATURAT ION 79 CRIl ! CAL N/S VOL 9:c::5 CRI rICAL E/W I)DL 378 CRITI CAL SUM 1 303 ****~X"***************************** LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND Wt:.~ I OUWI"4V LANE MOV WIDTH MOV WIDTH MUV W1Vln I I ,,-,v """........'11 1 RT. 12.0 RT. 12.0 R. . 12.0 RT. 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 T. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 4 L. . 12.0 L. . 12.0 L.. 12.0 5 L. . 12.0 .. . ... . 6 NORTHBOUND TRAFF I C VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT 479 1583 69 111 1215 321 382 173 133 31 151 115 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS <X) 5 5 5 5 LOCAL BUSES <*/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH : 4 . BOl H I URNS PROTECTED < WITH OVERLAP) :4. BOTH TURNS PROTECTED <WITH OVERLAP) 1. 0 - 99 <*PEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 703 281 SOUTHBOUND 644 86 EASTBOUND 201 219 WESTBOUND 159 o LEFT TURN CHECK INPUT VOLUME ADJUSTED VOL r.:.p.:.rTTV NORTHBOUND 479 537 SOUTHBOUND 111 86 EASTBOUND 382 418 WESTBOUND 31 o n n GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & OLD BOYNTON DATE 1989 PEAK SEASON ********************************** LEVEL OF SERVICE E SATURATION 1 0 3 CRITICAL N/S VOL 1 109 CRITICAL E/W VOL 596 CRITICAL SUM 1705 ************************************* LANE GEOMETRY NORTH80UND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH 1 RT. 12.0 R. . 12.0 R. . 12.0 RT. 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 L. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 4 L. . 12.0 L. . 12.0 5 6 NORTHBOUND LEFT ,. THRU RIGHT 484 1600 72 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (X) 5 5 5 5 PHASING N/S E/W PEDESTRIAt~ ACTIVITY CYCLE LENGTH TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND 112 1209 338 396 174 123 32 152 115 LOCAL BUSES (ij/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 :4. :4. 1. 90 BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) o - 99 (ijPEDS/HR) SECONDS CRITICAL LANE VOLUMES BY MOVEMENT nRU -RIGHT LEFT NORTHBOUND 1021 2B5 'UT VOLUME DJUSTED VOL r:APACITY NEt1ENT NORTHBOUND 4B4 543 o N/A SOUTHBOUND EASTBOUND WESTBOUND 740 203 160 88 436 0 LEFT TURN CHECK SOUTHBOUND EASTBOUND WESTBOUND 112 396 32 BB 436 0 0 0 0 N/A N/A N/A .,. I) GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS IMPROVED CONGRESS & OLD BOYNTON DATE 1989 PEAK SEASON ********************************** LEVEL OF SERVICE D SATURATI ON SO CRITICAL N/S VOL 933 CRITICAL E/W VOL 3SS CRITI CAL SUM 1 32: 1 ************************************* LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOllt: LANE MOV WI DTH MOV WIDTH MOV WIDTH MOV WIDTH 1 RT. 12.0 RT. 12.0 R. . 12.0 RT. 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 T. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 4 L. . 12.0 L. . 1'2.0 L. . 12.0 5 L. . 12.0 .. . .. "' 6 .. . .. "' NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT 484 1600 72 112 1 ~~09 338 30;'6 174 123 32 152 115 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (%) 5 5 5 5 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) o - 99 OlF'..:DS/HR) :4. 1 . 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 712 285 SOUTHBOUND 648 88 EASTBOUND 203 228 WESTBOUND 160 o LEFT TURN CHECK INPUT VOLUME ADJUSTED VOL NORTHBOUND 484 543 SOUTHBOUND 112 88 EASTBOUND 396 436 WESTBOUND 32 o ~^n^,...."9"''''''' GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & OLD BOYNTON W/PROJECT DATE 19B9 PEAK SEASON ********************************** LEVEL OF SERVICE E SATURATION 105 CRITICAL N/S VOL 1 127 CRITICAL E/W VOL 599 CRITICAL SUM 1726 ************************************* LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH I RT. 12.0 R. . 12.0 R. . 12.0 RT. 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 L. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 4 L.. 12.0 L. . 12.0 5 .... 6 TRAFF I C VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 494 114 396 32 THRU 1626 1240 17B 155 RIGHT 72 33B 134 lIB TRUCKS (X) LOCAL BUSES (II/HR) PEAK HOUR FACTOR NORTHBOUND 5 0 .9 SOUTHBOUND 5 0 .9 EASTBOUND 5 0 .9 WESTBOUND 5 0 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH HRU -RIGHT LEFT NORTHBOUND 1037 291 ,.PUT VOLUME DJUSTED VOL '\PACITY OVEMENT NORTHBOUND 494 556 o N/A :4. :4. 1. 90 BOTH TURNS PROTECTED (WITH OVERLAP) BOTH TURNS PROTECTED (WITH OVERLAP) o - 99 (IIPEDS/HR) SECONDS CRITICAL LANE VOLUMES BY MOVEMENT SOUTHBOUND EASTBOUND WESTBOUND 759 207 163 90 436 0 LEFT TURN CHECK SOUTHBOUND EASTBOUND WESTBOUND 114 396 32 90 436 0 0 0 0 N/A N/A N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS IMPROVED CONGRESS & OLD BOYNTON W/P DATE 1989 PEAK SEASON ********************************** LEVEL OF SERVICE D SATURATION 81 CRITICAL N/S VOL 952 CRITICAL E/W VOL 391 CRITICAL SUM 1 343 ************************************* NORTHBOUND LANE MOV WIDTH 1 RT. 12.0 2 T. . 12.0 3 T. . 12.0 4 L. . 12.0 5 L. . 12.0 6 ... . NORTHBOUND LEFT 494 THRU 1626 RIGHT 72 TRUCKS (%) NORTHBOUND 5 SOUTHBOUND 5 EASTBOUND 5 WESTBOUND 5 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH LANE GEOMETRY SOUTHBOUND EASTBOUND WESTBOUND MOV WIDTH MOV WIDTH MOV WIDTH RT. 12.0 R. . 12.0 RT. 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND 114 396 1240 178 338 134 32 155 118 LOCAL BUSES (M/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 :4. BOTH TURNS PROTECTED (WITH OVERLAP) :4. BOTH TURNS PROTECTED (WITH OVERLAP) 1. 0 - 99 (#PEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 723 291 INPUT VOLUME ADJUSTED VOL NORTHBOUND 494 556 ~^I"'lo^'-''''''''''-''' SOUTHBOUND 661 90 EASTBOUND 207 228 WESTBOUND 163 o LEFT TURN CHECK SOUTHBOUND 114 90 EASTBOUND 396 436 WESTBOUND 32 o GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS OLD BOYNTON & WINCHESTER BLVD DATE 1989 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE B SATURATION 55 CRITICAL N/S VOL 282 CRITICAL E/W VOL 632 CRITICAL SUi"l 9' 1 4 ************************************* LANE NORTHBOUND i"10V WI DTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH ',JEST BOUr',j D i"10'.,' IlJI DTH 2 ,., ~ R. . T. . L. . 12.0 12.0 12.0 RT. 12.0 12.0 12.0 RT. T. . L. . L. . 12.0 12.0 12.0 R. . T. . T. . L.. 12.0 12.0 12.0 12.0 T. . 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND Il.lESTBOU~:[\ LEFT THRU RIGHT 140 142 102 136 206 56 206 434 151 1'34 702 102 NORTHBOUND SOUTHBOUr~D EASTBOUND WESTBOUND. TRUCKS (X) 5 5 ,:, 5 5 LOCAL BUSES (ij/HR) o o o o PEAK HOUR FACTOR . '7' . 7 ,:, PHASING N/S E/vJ PEDESTRIAN ACTIVITY CYCLE LENGTH :4. :4. 1. 90 BOTH TURNS PROTECTED (WITH OVERLAP' BOTH TURNS PROTECTED (kIITH OUERLAP) o - 99 (ijPEDS/HRl SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 165 122 SOUTHBOUND 158 117 EASTBOUND 353 203 kfESTBOUt,jO 429 115 LEFT TURN CHECK INPUT VOLUME AD,lUSTED VOL CAPAC ITY r'10'..iEMENT NORTHBOUND 140 122 228 N/A SOUTHBOUND 136 117 89 N/A EASTBOUND 206 203 o N/A 1,IESTBOUND 134 115 252 N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS OLD BOYNTON & WINCHESTER BLVD W/PROJECT DATE 1989 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE B SATURATION 59 CRITI CAL N/S VOL :3 0 9 CRITI CAL E/IAI VOL 667 CRITICAL SUM 976 ************************************* LANE NORTHBOUND i"10V WIDTH LANE GEOi"lETRY SOUTHBOUND EASTBOUND MOV WIDTH i"10V I,J I DTH I,JESTBOUND ~'10~' I.,JI DTH I 2 3 4 5 .s R. . T. . L. . 12.0 12.0 12.0 RT. T. . L. . 12.0 12.0 12.0 RT. T. . L. . 12.0 12.0 12.0 R. . T. . T. . L. . 12. I] 12.0 12.0 12.0 NORTHBOUND TRAFF I C 'JOLUMES SOUTHBOUND EASTBOUND kIESTBOU~ID LEFT THRU RIGHT 149 155 102 141 230 61 232 439 161 134 706 III 5 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR NORTHBOUND SOUTHBOUND EASTBOUND i,JESTBOUND TRUCKS (%) 5 5 9 5 .9 . '7- .9 PHASING N/S E/IAI PEDESTRIAN ACTIVITY CYCLE LENGTH :4. BOTH TURNS PROTECTED (WITH OVERLAP) : 4. BOTH TURNS PROTECTED (WITH O'JERLAP) I. 0 - 99 (#PEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 180 133 SOUTHBOUND 176 123 EASTBOUND 362 235 vJESTBOUND 432 115 LEFT TURN CHECk NORTHBOUND SOUTHBOUND EASTBOUND IAiESTBOUND INPUT VOLUME 149 141 232 134 ADJUSTED VOL 133 123 235 115 CAPACITY 228 89 0 252 ~'10'J Ei"lENT N/A N/A N/A N/A C3F.:E J. ;.....jEF' E~-~G I >-4EEF: I j'-'.lG ~=;C: I E~".JC:E'= ~-=" F' I ' I C:A L ;"'1 C-..-} E~-~; Er-'!T ;::.;r--'~H L -"'(' :::::; I ~ ;._.._l :r r.J C: }-i c: ::::: --;- E F ::::r1::' _;; 1..-;..... 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'-'-, -, 'h!r'\ CM: ;:, _"_" ~.. - __'I :: <:' 14 : -;,-- ';"-'';'' .'i_ -::r= = GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS OLD BOYNTON & MILITARY TRAIL DATE 1989 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE D SATURAT ION 80 CRITI CAL N/S lv'OL 1 0:3:2 CRITI CAL E/W VOL :2 8 0 CRITICAL SUM 1 :3 1 :2 ************************************* LANE NORTHBOUND t'10') WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH I.JESTBOUND t'10''! I,JI DTH 1 2 3 4 RT. 12.0 12,0 T. . T. . 12.0 12.0 12.0 R. , L. , 12.0 12. I] T. . L. . 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND IAIESTBOUND LEFT THRU RIGHT o 996 282 251 452 o o o o /!.6',;,' o 361 NORTHBOUND SOUTHBOUND EASTBOUND IAiESTBOUND TRUCKS (;-;) 5 5 5 5 LOCAL BUSES (#/HR! o o o o PEAK HOUR FACTOR . '? ,~ .9 ,9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :2. HEAVIEST :2. HEAVIEST 1 , 90 SECONDS TURN TURN o PROTECTED PROTECTED - 99 (#PEDS/HR) CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 774 o SOUTHBOUND 276 258 EASTBOUND o o klESTBOLND o 280 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND 1,IESTBOUND INPUT VOLUME 0 251 0 269 ADcTUSTED VOL 0 258 0 280 CAPACITY 756 0 280 0 t'10')Et'lENT OK N/A 01< N'A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS OLD BOYNTON & MILITARY TRAIL W/ PROJECT DATE 1989 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE [) SATURATION :3 2 CRITI CAL tVS VOL 1 0:5:5 CRITICAL E/W ')OL 293 CRITI CAL SUi"l 1 3 4:3 ************************************* LANE NORTHBOUND MOV WI DTH LANE GEOi"lETRY SOUTHBOUND EASTBOUND MOV WIDTH i"10V I,JIDTH kIESTBOUt-W i"10') oJ I DTH 2 RT. T. . 12.0 12.0 T. . T. . L. . 12.0 12.0 12.0 R. . L. . 12.0 12.0 3 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND I,JESTBOUtJD LEFT THRU RIGHT o 996 292 265 0 280 452 0 0 o 0 3c6 NORTHBOUND SOUTHBOUND EASTBOUND I,JESTBOUND 5 LOCAL BUSES (#/HR) PEAK HOUR FACTOR o .9 o .y o .9 o ,9 TPJJCKS (%) 5 5 5 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :2. HEAVIEST :2. HEAVIEST 1. 90 SECONDS TURN TURN o PROTECTED PROTECTED - 99 (#PEDS/HR) CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 780 o SOUTHBOUND 276 275 EASTBOUND o o IAIESTBOUND o 293 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND 1,IESTBOUt,ID INPUT'VOLUt1E 0 265 0 280 ADcTUSTED ')OL 0 275 0 293 CAPACITY 779 0 293 0 t10VEi"lENT OK N/A OK N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS OLD BOYNTON & MILITARY TRAIL DATE 1989 PEAK SEASON ****************~***************** LEVEL OF SERVICE D SATURAT ION 82 CRITICAL N/S '-'OL 1067 CRITICAL E/W VOL 285 CRITICAL SUM 1 352 ************************************* LANE NORTHBOUND MOV WI DTH LANE GEOl"lETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH I.~ESTBOUND ~10V l~1 DTH 1 2 3 4 5 6 RT. T. . 12.0 12.0 T. . T. . L. . 12.0 12.0 12.0 R. . L. . 12.0 12.0 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND v,JESTBOUND LEFT THRU RIGHT o 1047 286 253 0 273 468 0 (I o 0 366 5 5 5 LOCAL BUSES (II/HR 1 PEAK HOUR FACTOR o .9 o .9 o .9 o .9 NORTHBOUND SOUTHBOUND EASTBOUND klESTBOUND TRUCKS 0;> 5 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :2. HEA') I EST HEAVIEST 1. 90 SECONDS TURN TURN o PROTECTED PROTECTED - 99 (IIPEDS/HR) .'> .~. CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 807 '0 SOUTHBOUND 286 260 EASTBOUND o o I,JESTBOUND o 285 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND klESTBOUND INPUT I)OLUME 0 253 0 273 ADJUSTED I)OL 0 260 0 285 CAPACITY 781 0 285 0 ~'10')EMENT OK N/A OK N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSI= OLD BOYNTON & MILITARY TRAIL W/ PROJECT DATE 1989 PEAK SEASON ********************************** LEVEL OF SERVICE D SATURAT ION 84- CRITICAL N/S I)OL 1 091 CRITICAL E/W VOL 298 CRITICAL SUt-l 1 389 ************************************* LANE NORTHBOUND MOV 1,J I DTH LANE GEOt-1ETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH I;JESTBOlND t-l(1) 1,1 I DTH 1 2 3 4 RT. T. . 12.0 12.0 T. . T. . L. . 12.0 12.0 12.0 R. . L. . 12.0 12.0 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND klESTBOUND LEFT THRU RIGHT o 1047 296 267 468 o o o o 284 o '381 NORTHBOUND SOUTHBOUND EASTBOUND klESTBOUND ~ '" LOCAL BUSES (#/HR) o o o o PEA~: HOUR FACTOR TRUCKS C~) .9 5 .9 .9 9 5 5 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :2. HEAVIEST :2. HEAVIEST 1. 90 SECONDS TURN TURN o PROTECTED PROTECTED - 99 (#PEDS/HR) CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 813 o SOUTHBOUND 286 278 EASTBOUND o o klESTBOUND o 298 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND i,JESTBOUND INPUT ')OLUME 0 267 0 284 ADJUSTED I)OL 0 278 0 298 CAPAC ITY 805 0 298 0 r'10') Et-1ENT OK N/A OK N/A ::3PE --=:R I .::. R E>~ 1.3 I j-..J E E F: I t-..J (3 ~=:=: E:-'~ C: E:3 TICAL t-'-1C;~-.}Et"1Er".~T Af'.lA L--(" 03 Ie 1 L I TAF:"'-( --:-PAIL ,i:~ ._ E~ Ci."('r..~T Cli-..J E=C:!--l E:L'._.I[) :~, :C;:;,Hi~E H ':~'i:.J:-,L ~f~+**+**********f************~**+ L.=:' !EL n~ ::t::' B :AT'J,;;H7: C;i ,';:,4 :;; :-"7": ~i;L ...::..-:) ...:: '-'~ ':~:""=r::-~L - I,' i 'CL 4:3::= 1,-, ..;. ... ~ ' C~'I""': :HL 3:3'" **************+~f+*****+************~ ~H;;C: '3EC,t-.-:=:-:-P\ : ;C'::;''''~':i:_:i-.j[ :; c U~ r: 3 0 ur ,j J =;~.:,"':'"::C _";: .. " ''<;' , :"1'::' T " Mil'! \!: ~I-f- ~-,',.. , ~ ~ -, ,.., ~ i':: T :.;.iJ ....:.'- ,.-: ,', -..:.- " - - ,'DL U(AC ': ~~:':;!Hc!]U>;[' :"'~ J''''' H E Q T_N :'l =h :;SCU~,,:[ ,r=:~::,- -"0'- " : -.:..... --:-..... ":''':' . ~,,:, ':1:': ..',; -:;"~'Ci-' ___,_ _.1-::.... ~ _'..... '-_ '!:i: ':r ~ = = = = :'-t, -., ,.--. ,,.. 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" H GREI~J~R Er~GINEERI~~G SCIE~~C~S C~ITICAL MOVEMENT ANALYSIS -.0- 1- I T:~F:-Y' TPAIL ,S-:.: E; C:;....(.-r-..JT C!t'..J E: L 1._) C) l._\.!_.-/ F' ~' CJ ,_T E CT ...,........,.. ...',,,,,,! j =- 1'7: ': ;: crd':" '~Eh::;:=::' +~*~*~***+******+***********+***** , =11=! -C ::'Ep:,.;ICE C: =:4;;_'RAT~ Cl ,_, .- -';:;,T-"'I :....,:.... ~.' .- 11]L '::::. 51 '~R~TI::,.c:.L :. Id "CL 45:2:: 1104 '::;Lif.1 ~**~*************++****************** Lr:..;NE GEm'lE-F , =~""~=,='U',,;:-' :;:!i_'T:-iE::;L;:'1[ ::~ ;:=:C!_';'ICI r- -.,...,.. -, ~ ..' ~ '.IL:: ': _ " = ,c ~""'H '..i....,. ;"';[1:.1 '.dI [t;~ ~ .2 . :' , " ~ - -...;:,~ , . . -,- ~ -,.. --~- '"':-tr- ':'l... _t, -- , ; ~::;.,..t.;gC::_' :..~'_!iHE':!'_,:.._ =...... :-;::.- ~,- -,.- '- -.- . -,-,- - < -:. <=:: ':'c ~ .1.; - - ' ,'. ,. -,..., ,-" ,-_'_.H_ .... # ,...... ;: E......'... :':'~j: ---. -.,-' "r '- o - ~ -. ,- - 'j.,~ - ..- '... ~ -" , = --- - ,,,.... . - , = e '-__ ,i,.. : :L.f, j_ic.; .....1',-,..',- i ,_: ,"'!.I "~ : PS'C-r"ECT::C1 .,.::.....~ -'I' r-" .:...01= :L.f. BGi~ .....i_:Fi'.!': ~~'C;=i:"""=:~ ~ -.~! -, = -;-.... -,-.,..:-, c "'.~! - - - - ... :-'1" -, - q,:;: ::::C:::: ....l'" ~ ~j. -..,..' - ....-- ._~ ~-,.- ' ~ S E : ;::~.; L"~ C~l:I ::'-1L ~Ar..jE r.l::::~'3'lE: 2:' ;'.-101 !E~"1~:.n ;.l,-,::""';"::: ,-' ;_.:!"' ;DUTHSOUr.![.' EH.:,-S)-!Ur!C" ',:E':-:-:'C J: ;=. - T ,-., ..-- -:i:::''' : ~ -i. .::. j ~ :;'0; 1 :-. :.. E ,=-:- ...... 1_: ;;r,. .- '...I E:C ~:' - >-::,""-:...r::':-! '. ,- , ,"-'.-'- .::[. '_ -W00U~'!::' E,'-i::.;SC: ;!;E':,~E:'_!~; L '..i;: . ,- " ' ,-. '- ? GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON BCH BLVD & WINCHESTER DATE 1989 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE A SATURATION 33 CRITICAL N/S VOL 140 CRITICAL E/W VOL 398 CRITICAL SUM 538 ************************************* LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV WI DTH MOV WIDTH MOV WIDTH 1 R. . 12.0 T. . 12.0 R. . 12.0 2 L.. 12.0 T. . 12.0 T. . 12.0 3 L. . 12.0 T. . 12.0 T. . 12.0 4 L. . 12.0 T. . 12.0 5 .. . ... . 6 .. . NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT o o o 259 o 120 88 711 o o 797 431 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS <%) 5 5 5 5 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 THRU -RIGHT LEFT NORTHBOUND o o SOUTHBOUND o 140 EASTBOUND 304 58 WESTBOUND 340 o LEFT TURN CHECK INPUT VOLUME ADJUSTED VOL CAPAC ITY MOVEMENT NORTHBOUND o o 140 OK SOUTHBOUND 259 268 o N/A EASTBOUND 88 58 o N/A WESTBOUND o o 94 OK GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON BCH & WINCHESTER W/PROJECT DATE 1989 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE A SATURATION 34 CRITICAL N/S VOL 1 50 CRITI CAL E/W VOL 40 7 CRITICAL SUM 557 ************************************* LANE NORTHBOUND MOV WI DTH LANE GEOMETRY SOUTHBOUND EASTBOUND WESTBOUND MOV WIDTH MOV WIDTH MOV WIDTH R. . 12.0 T. . 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 T. . 12.0 1 2 3 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT o o o 275 o 128 95 711 o o 797 446 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (%) 5 5 5 5 LOCAL BUSES (M/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 (MPEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND o o SOUTHBOUND o 150 EASTBOUND 304 67 WESTBOUND 340 o LEFT TURN CHECK INPUT VOLUME ADJUSTED VOL CAPACITY MOVEMENT NORTHBOUND o o 150 OK SOUTHBOUND 275 287 o N/A EASTBOUND 95 67 o N/A WESTBOUND o o 103 OK GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON BCH & WINCHESTER DATE 1989 PEAK SEASON ********************************** LEVEL OF SERVICE A SATURATION 33 CRITI CAL N/S VOL 1 4 1 CRITICAL E/W VOL 403 CRITI CAL SUM 544 ************************************* 1 2 3 4 5 6 LANE GEOMETRY SOUTH80UND EAST80UND WESTBOUND MOV WIDTH MOV WIDTH "'lOV WIDTH R. . 12.0 T. . 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 T. . 12.0 NORTHBOUND LANE MOV WIDTH NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT o o o 261 o 122 89 735 o o 803 454 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS <X) 5 5 5 5 LOCAL BUSES <n/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 I. 0 - 99 <nPEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND o o SOUTHBOUND o 141 EASTBOUND 314 60 WESTBOUND 343 o LEFT TURN CHECK INPUT VOLUME ADJUSTED VOL CAPACITY MOVEMENT NORTHBOUND o o 141 OK SOUTHBOUND 261 270 o N/A EASTBOUND 89 60 o N/A WESTBOUND o o 89 OK GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON BCH & WINCHESTER W/PROJECT DATE 1989 PEAK SEASON ********************************** LEVEL OF SERVICE A SATURATION 34 CRITI CAL N/S VOL 1 5:2 CRITI CAL E/W VOL 4 1 1 CRITICAL SUM 563 ************************************* LANE NORTHBOUND MOV WI DTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND MOV WI DTH 1 2 3 4 5 6 ... . R. . 12.0 L. . 12.0 L. . 12.0 .. . ... . ... . T. . T. . T. . L. . ... . ... . .. . 12.0 12.0 12.0 12.0 R. . T. . T. . 12.0 12.0 12.0 12.0 T. . ... . NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT o o O. 277 o 130 TRUCKS (%) LOCAL BUSES (~/HR) o o o o NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 5 5 5 5 96 735 o o 803 469 PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S :2. HEAVIEST TURN PROTECTED E/W :2. HEAVIEST TURN PROTECTED PEDESTRIAN ACTIVITY 1 . 0 - 99 (~PEDS/HR) CYCLE LENGTH 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 0 0 314 343 LEFT 0 152 68 0 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 0 277 96 0 ADJUSTED VOL 0 290 68 0 CAPACITY 152 0 0 97 MOVEMENT OK N/A N/A OK GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON & CONGRESS DATE 1989 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE E SATURATI ON 94 CRITICAL N/S VOL 1068 CRITICAL E/W VOL 490 CRITICAL SUM 1 558 ************************************* LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH 1 R. . 12.0 R. . 12.0 R. . 12.0 R. . 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 4 L. . 12.0 L.. 12.0 T. . 12.0 T. . 12.0 5 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 6 L. . 12.0 L. . 12.0 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT 377 1060 154 693 1089 124 291 572 148 388 770 475 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (X) 5 5 5 5 LOCAL BUSES (M/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. BOTH TURNS PROTECTED (WITH OVERLAP) :4. BOTH TURNS PROTECTED (WITH OVERLAP) 1. 0 - 99 (MPEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 649 216 SOUTHBOUND 667 419 EASTBOUND 244 161 WESTBOUND 329 223 LEFT TURN CHECK INPUT VOLUME ADJUSTED VOL CAPACITY MOVEMENT NORTHBOUND 377 412 o N/A SOUTHBOUND 693 799 o N/A EASTBOUND 291 307 o N/A WESTBOUND 388 426 o N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS IMPROVED BOYNTON & CONGRESS DATE 1989 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE D SATURATION 83 CRITICAL N/S VOL 87'2 CRITICAL E/W VOL 490 CRITICAL SUM 1 362 ************************************* 12.0 12.0 12.0 12.0 12.0 12.0 LANE GEOMETRY SOUTHBOUND EASTBOUND WESTBOUND MOV WIDTH MOV WIDTH MOV WIDTH R. . 12.0 R. . 12.0 R. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T.. 12.0 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 NORTHBOUND LANE MOV WIDTH 1 2 3 4 5 6 R. . T. . T. . T. . L.. L.. TRAFFIC VOLUMES SOUTHBOUND EASTBOUND NORTHBOUND LEFT THRU RIGHT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND WESTBOUND 377 1060 154 693 1089 124 291 572 148 388 770 475 TRUCKS, (X) 5 5 5 5 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHAS I NG N/S :4. BOTH TURNS PROTECTED (WITH OVERLAP) E/W :4. BOTH TURNS PROTECTED (WITH OVERLAP) PEDESTRIAN ACTIVITY 1. 0 - 99 (#PEDS/HR) CYCLE LENGTH 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 453 465 244 329 LEFT 216 419 161 223 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 377 693 291 388 ADJUSTED VOL 412 799 307 426 CAPACITY 0 0 0 0 MOVEMENT N/A N/A N/A N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON & CONGRESS W/PROJECT DATE 1989 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE E SATURATION 9'6 CRITICAL N/S VOL 1 09'2 CRITICAL E/W VOL 49'5 CRITI CAL SUM 1 5 a"7 ************************************* LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH 1 R. . 12.0 R. . 12.0 R. . 12.0 R. . 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 4 L.. 12.0 L. . 12.0 t. . 12.0 T. . 12.0 5 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 6 L. . 12.0 L. . 12.0 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT 381 1074 154 718 1106 124 291 585 151 388 781 497 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (X) 5 5 5 5 LOCAL BUSES (*/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. BOTH TURNS PROTECTED (WITH OVERLAP) :4. BOTH TURNS PROTECTED (WITH OVERLAP) 1. 0 - 99 (*PEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 657 677 250 334 LEFT 218 435 161 223 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 381 718 291 388 ADJUSTED VOL 417 830 307 426 CAPACITY 0 0 0 0 MOVEMENT N/A N/A N/A N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS IMPROVED BOYNTON & CONGRESS W/P DATE 1989 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE D SATURAT I ON 84 CRITICAL N/S VOL 894 CRITICAL E/W VOL 495 CRITI CAL SUM 1 :::3 8 9 ************************************* 12.0 12.0 12.0 12.0 12.0 12.0 LANE GEOMETRY SOUTH80UND EAST80UND WEST80UND MOV WI DTH MOV WIDTH MOV WI DTH R. . 12.0 R. . 12.0 R. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 1?0 t. . 12.0 T. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 NORTH80UND LANE MOV WIDTH 1 2 3 4 5 6 R. . T. . T. . T. . L. . L.. TRAFFIC VOLUMES SOUTH80UND EASTBOUND NORTHBOUND LEFT THRU RIGHT NORTH80UND SOUTHBOUND EASTBOUND WESTBOUND WESTBOUND 381 1074 154 718 1106 124 291 585 151 388 781 497 TRUCKS (X) 5 5 5 5 LOCAL BUSES (~/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S :4. BOTH TURNS PROTECTED (WITH OVERLAP) E/W :4. BOTH TURNS PROTECTED (WITH OVERLAP) PEDESTRIAN ACTIVITY 1 . 0 - 99 (~PEDS/HR) CYCLE LENGTH 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 459 473 250 334 LEFT 218 435 161 223 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 381 718 291 388 ADJUSTED VOL 417 830 307 426 CAPACITY 0 0 0 0 MOVEMENT N/A N/A N/A N/A ? GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON & CONGRESS DATE 1989 PEAK SEASON ********************************** LEVEL OF SERVICE E SATURATION 97 CRITI CAL N/S VOL 1 0 96 CRITICAL E/W VOL 507 CRITI CAL SUM 1 60 :3 ************************************* NORTHBOUND LANE GEOMETRY SOUTHBOUND EASTBOUND WESTBOUND MOV WI DTH MOV WIDTH MOV WIDTH R. . 12.0 R. . 12.0 R. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 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 L. . 12.0 TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND NORTHBOUND LANE MOV WIDTH 1 R. . 12.0 2 T. . 12.0 3 T. . 12.0 4 L. . 12.0 5 L.. 12.0 6 LEFT THRU RIGHT 389 1091 160 707 1120 128 302 588 153 403 795 483 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PHASING N/S E/W PEDESTRIAN ACTIVITY '-:YGLE LENGTH TRUCKS (X) 5 5 5 5 LOCAL BUSES (~/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 :4. BOTH TURNS PROTECTED (WITH OVERLAP) :4. BOTH TURNS PROTECTED (WITH OVERLAP) 1. 0 - 99 (~PEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 668 224 SOUTHBOUND 686 428 EASTBOUND 251 167 WESTBOUND 340 233 LEFT TURN CHECK INPUT VOLUME ADJUSTED VOL CAPACITY MOVEMENT NORTHBOUND 389 421' o N/A SOUTHBOUND 707 817 o N/A EASTBOUND 302 320 o N/A WESTBOUND 403 444 o N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS IMPROVED BOYNTON & CONGRESS DATE 1989 PEAK SEASON ********************************** LEVEL OF SERVICE D SATURATION 85 CRITI CAL N/S VOL 8'94- CRITICAL E/W VOL 50"7 CRITI CAL SUM l' 40 1 ************************************* 12.0 12.0 12.0 12.0 12.0 12.0 LANE GEOMETRY SOUTHBOUND EASTBOUND WESTBOUND MOV WIDTH MOV WIDTH MOV WIDTH R. . 12.0 R. . 12.0 R. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND NORTHBOUND LANE MOV WIDTH 1 2 3 4 5 6 R. . T. . T. . T. . L. . L. . NORTHBOUND LEFT THRU RIGHT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 389 1091 160 707 1120 128 302 588 153 403 795 483 TRUCKS (X) 5 5 5 5 LOCAL BUSES (*/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. BOTH TURNS PROTECTED (WITH OVERLAP) :4. BOTH TURNS PROTECTED (WITH OVERLAP) 1. 0 - 99 (*PEDS/HR) 90 SECONDS CRITI CAL LAt'lF VOLUMES BY r10VEMENT SOUTHBOUND EASTBOUND WESTBOUND 479 251 340 428 167 233 LEFT TURN CHECK SOUTHBOUND EASTBOUND WESTBOUND 707 302 403 817 320 444 0 0 0 N/A N/A N/A THRU -RIGHT LEFT NORTHBOUND 466 224 INPUT VOLUME ADJUSTED VOL CAPACITY MOVEMENT NORTHBOUND 389 427 o N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON & CONGRESS W/PROJECT DATE 1989 PEAK SEASON ********************************** LEVEL OF SERVICE E SATURAT ION '9 '9 CRITI CAL N/S VOL 1 1 2: 0 CRITICAL E/W VOL 51 1 CRITICAL SUM 1631 ************************************* LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WI DTH MOV WI DTH MOV WIDTH MOV WIDTH 1 R. . 12.0 R. . 12.0 R. . 12.0 R. . 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 4 L. . 12.0 L.. 12.0 T. . 12.0 T. . 12.0 5 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 6 .. . L. . 12.0 L. . 12.0 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT 393 1105 160 732 1137 128 302 601 156 403 806 505 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS <%) 5 5 5 5 LOCAL BUSES <*/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. :4. 1. 90 BOTH TURNS PROTECTED <WITH OVERLAP) BOTH TURNS PROTECTED <WITH OVERLAP) o - 99 <*PEDS/HR) SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 676 226 SOUTHBOUND 696 444 EASTBOUND 257 167 WESTBOUND 344 233 LEFT TURN CHECK INPUT VOLUME ADJUSTED VOL CAPACITY MOVEMENT NORTHBOUND 393 432 o N/A SOUTHBOUND 732 847 o N/A EASTBOUND 302 320 o N/A WESTBOUND 403 444 o N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS IMPROVED BOYNTON & CONGRESS W/P DATE 1989 PEAK SEASON ********************************** LEVEL OF SERVICE D SATURATION 87' CRITICAL N/S VOL 9' 1 6 CRITICAL E/W VOL 51 1 CRITI CAL SUM 1 4:2 7' ************************************* 12.0 12.0 12.0 12.0 12.0 12.0 LANE GEOMETRY SOUTHBOUND EASTBOUND WESTBOUND MOV WI DTH MOV WI DTH MOV WIDTH R. . 12.0 R. . 12.0 R. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 NORTHBOUND LANE MOV WIDTH 1 2 3 4 5 6 R. . T. . T. . T. . L. . L. . TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND NORTHBOUND LEFT THRU RIGHT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 393 1105 160 732 1137 128 403 806 505 302 601 156 TRUCKS (%) 5 5 5 5 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. BOTH TURNS PROTECTED (WITH OVERLAP) :4. BOTH TURNS PROTECTED (WITH OVERLAP) 1. 0 - 99 (#PEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 472 226 WESTBOUND 344 L~~ SOUTHBOUND 486 444 EASTBOUND 257 161 LEFT TURN CHECK INPUT VOLUME ADJUSTED VOL CAPAC ITY MOVEMENT NORTHBOUND 393 432 o N/A WESTBOUND 403 444 o N/A SOUTHBOUND 732 847 o N/A EASTBOUND 302 320 o N/A GREINER ENGINEERING SCIE~~CES CRITICAL ~OVEMENT ~~ALYSI_ S C:.' 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EAST l-'-"-- ,:..; ::':"':.,"""i-.J=. ..., f***~**~***~**~*~****~+***~~+~~~~~ '- ::-! _'''':.H ,=...;::. _'r'!'- '-'- ..:> 7--::' ~ _.,.,l... ~072 e _,M... _"_-' "II .'1.'1 _'1! .. '4- '-t- '-t- *~~~**~*~***************~************ _r-,{'-jt: :=:;=:"~ET~ ';::;:'"7~.:,=::_,i';: .,,' ",- -c _ _;" : -E"=:~_; ,- "''-- ::_'- ,0 IT,.......-" "iL ~.' - .' ') ("\ ;-:...; ,- -- ~ - ,..== ::: ::::_"- __"..-1,- ,. = = = ------...;. ~ .-:- -~ ~ ,. ~...... ~, ; , .....-. :;r-::.__. ", ,-:""- ,-",-,- -=.'",: _;-1_ ;".-11-'::' "_,,-_,i"1E:, '_!-.q....~c: -,Ii"'-' . .,' , ,,- -,,-.' .... ':--"~:""';::,- "-jL EH :,..... 8 D :_'~-! = c ._,., .,;-1 , 4":":; i ,- ':'H~: L ',~ ;:-L.:: ~ _1;;= .::,:'~:,,:c ,:-::,.-". .., .:.l_ .:' -,-- GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS E~ C~'-'(;-.JT C!t.~ L'. ,~ I '?5 (EA~3T SIDE) I l'1P R D'...'" <=' D :..A7E 1989 Ai, ::::P.::;GE Af';~'~:JHL ********************************** Cl ,=' ;:,r 3E~'U: CE C: ,:.A'7UPAT I eN ~= ,-' ._1 :FI"-:-ICA:'" ~.; ""' t.)iJL :372 CRITICAL E. ~)CL :363 CR!"TICp!i.. SU~~ :1 2:35 ************************************* \jOP"ThSiJUNC' ~A~'J E G E 0:": EC" ~\! ~OL':H3CiUND EH.::T5,:!L~"1[1 1"101.) tJI L'iH r101,! I,J1 ~';H E ::...,-:: ::~_';;D , ,"'"I=- f'1Ci:; !..iIl:;'7H \1=':: 1!.!:=;T!...t l?iJ i. . ~'-' ~, .';;'.J " . -: r T ....... ...,;,- = 1-: ,- , TRAFr: C :CLU~'!E 3 ~;O;TH80U~'JD SOUTHBOUr..J[: EHSTBOUND i,JE':!BCL:~'1J ,520 '1 29:3 o " 77'1 .~ :;,~2 D ::4'" 2'; ~ i::; _IC,,5 ' . ::-U::E: # ~R' P=:H~( H J....:p FH':-'-:; - --. ,- - ";r e - -;:, - -., = : .~ ~ -, ..... .:.-' :-~: '-"~.,[: = ) =:-~ :"~".;: = .' U - ,- ~, ',-- - --1,: ~,i'':: ;,) .,- ,I.. : :~: . C: :;'E::-: :-;',j ::'=:r:'::~d~-;- I ;:N ~. 'L-.: ::. ~~REC~!JN SEP~;~T!Cr. .:.c:- ::::'r; ::";;,j +:"7':1 ~i:.-( J - ?C' . #;: =:::': ;""1;:;; ,-E:',13;~ OJ S::i: :j.,jD~ =Rr~I :AL LA~,IE I" ::Li2-1E; 8Y "'lcr...~Et'1ENT -=;3HT ~.;JRTh30UN[) G ':I""?? j, " SOUTHBC:..W'lD o =,,';"7"BGUND 'o..! E 2"7" B 0 ~]-~ 2 '3:3G ~--..... _I::':' o , .= .:.O..J LEF' 7UR~'i CHECk . ~,.:...,...~: '1('"' r'.JOPTHBOU~'JD ~ 20 :1 ;j SOUTHBOUND o n EASTBOU~,ID : -- ! ~-:' : :",11: 29:3 :..,:E =,-:-BOU~)[; I] ":'..0 (I ~ -'- : 5:: j~i I] . :-, -:: ,=i'-; r.~ I :...:. ~,l/A ri.'A h' .. ;',. H ,-~,.;;:: = ~r C;~;Hi :''-'',-w -.' -- _.~. \ ...., -~:~; 1.-' GREINER ENGINEERING CRITICAL MOVEMENT SC I Er-..JC:E~3 Ar-'~AL-'(S IS B O"'(;".,T or'..J BCH I ':;:'S( E~;) 1,.J..'/ PRO ~T E CT ('. ''':-:'' [.~A--;-::: 1 ;,,=;q Hi.,.r:=F'AGE HN~'~UHL ********************************** L.E!.,IE~ OF '::EF',..J:CE E SATURATIDN :3'? CRITICAL N..-S lJDL 37:3 C.F.1T! CAL E. "i.;j ~)OL 1 () 84 ':R:TICAL SUf'~ 1462 ************************************* LAi".;E i3EC:~';=-F.'/ '; :;:;-'-':E :'L~,i;) =.~::--:- 30!_'~"JD ;OUTH.E,C:.!;',;D :-H~') r'.:: )7:-: ! 'T ~,-w .I,i...... ~.1C;:) i.,!::,T~ '.i.,:' ;-" ~ 1.., n .......i .") ., : L . 0 T. . ..., i .';".,-' i' - TRAFFI C '):JU;]"1E':' i'-.jORTHBCUN[~ EASTBOU~'.J~\ SOU;f-'B03,J[i ...,..... o o '0 :3q3 ...:,w. o 362 o o ;;:;':_!C~'S i ,.. I LOCAL EUSE3 . #.~HRi ) ) .c:'E,~r-:' HO\...:P >=A:- :';; r -'i' -,' ,~ :1" '_'_,i.. = .J o:_:~,~ :. :: C:U~.,;[i o C .'~,jL' ;'{, , S :5. [ I REC.....: '::~! ::.E~'~,:A-: C~.j '-', :::. [- ';:~C;l ::t,. ~EF;ERAT.i :Jt-..,: -,--- ...-._......." -- ._- ;~~~I'j = _-=i - '":!...j""1'" ':-E: ',.:C::" .'.,__.'14""1'" '--I ~, .. #PED'; . -, ',-.-" :....=.r.;'.: ""1 ..1_, SECO~'~C;S CP ~T I CPtL LA~'lE ''')OLU~1ES BY ~'lCI)~~1ENT ;".JORTHBOUN~ ,. SCiUTHBCiU~~J ::AS;BOU~,iC . o 54: 3:8 J 482 L:::FT 'TLrp~,j ,::HEC~ ~.,= NORTHBOUNCI :,2;' ,., "", ,~ ......:.'~ EiJ~'"THB::\UND EA-=T:::CUt."j:' "":''J; .1,-,'- "i'C.": '. J , ',.. H .... ---,,-, '~... ~ c:. : :; '__'. ":.. ~.,~ ,': .:.'-.' " ..;..-' ~ ..:.. , - J ''''"'"'''''''''' ,-, 1 ~ h : ,.. :.."t.:: t"..iul"~..' , , 291 :.l:E=,TBCUr-..~~ 5.: j :..~ES"TBC J~',i=' u !-.! ;;. GRElr~ER ENGINEERI~G SCIENCES CRITICAL MOVEMENT ANALYSIS -=: l~""{-j-..JT l::;r-..J .~~ I '75 ( EA ST ~3 I C) E ) I 1'.1 PRO'...'" E D l,d./ P :''-' TE 19:39 A...IEKAGE ANNUA;" ************+*****************+*** l..=:1 !EL OF SERUI CE C 3AT:_:PAT I J~-j 76 CRITI CAl.. ~,j/:; l)JL 37 B CR:~:CAL E/~(.; CL 868 :'P=""':::AL 2'_'~,i 124.:5 ******+****************************** LANE GEC~"lE:R\ _r.:-,c. ;",JCR:HBOLND ;--'C.. LJIl)7H :30UTHBi:'!2.iD Crl.:"""BCUf'~D ',.jES-;-BI~':~:'-,: ~'101,.! I.,i I ['Tf-i r"-10U ~.JI DTH j....tCl! :i"I =,T'1 ; '1 ~: T ! ~.:i :;.' < , .... . :2.0 <' - ~ ..: . -' ~.::...U . -::. :l T ,. . _, 0 ~ ... , 'w' " . . '1 ,~, : 2. ::: ~ .::. , ~' ~ 1..... ..';"'4 . >l:JRTHBOlJNC TRAFF I C 1,.'OL:jr~E'3 ~,OUTHBOUND EASTBOUND :,,:E,::T3 :;L:~ ~ =' " ') o 2Q::: 7....2 iJ 629 12:8 - ]-' -,',ji.. G u 2Q1 :RL:::~:S " . LJCAL BUSES ,#.'HRI PEAh Hr,!!::; = 1 ,.,. "".: ~....;...:~:: L:-"O- ~ " " 3::::_:....HSC:LNCi ~ ;, o .9 o ~?<'::.iBiJU>-jl) = o o i,!E::,TSOLND = -;"~H3II.,.jG (.J/3 .= . ~. D: PECT I ;J1"J 3EPERAT! ON QIRECTlm~ SEPERATION o - 99 .; #PEDS.. 'HP.I E/i..j PE:ESTRI~N ACTI~)IT'l ... . ~. . . :~ ': C _E L:::~']G7H 9C~ SECor~D'3 CRlTIGAL LANE ')OUr'ES BY r10')Et1ENT -= ~ -.:"';-;- D SOUTHBOUND o o EASTBOUND 330 165 1,!EST80UND 536 ~-lORTH80U~~D 378 u i...EF7 ;URt'j f"'~}::-'!..; ;--;CP-:-HBC~Jl';:: :~'-- --, ;:.-.... '---. ,.,:E::T3:~,'.J:;:; - '~~..."3':E ,~29 :) o 298 ,-"...... .- - .....\.-., ~, '..\ I'~.- H ;,1..\ I'~/ 1"1 316 ,] N,. H :J _-~'S""E[ . ,ICL 72: ..., - ~ -',f c.:. - --' . i 50 121J ;-i.. H GRE:~ER ENGINEERING SCIENCES CRITICAL MOVE~~ENT ANALYSIS BOYNTON BCH BLVD & I?5(EAST SIDE) DATE 1989 PEAK SEASJr~ ********************************** LE\'EL OF SERUI CE E SATURATION 95 CRITICAL N/S 'JOL 401 CRITl CAL E/!"') l')OL 1 1 58 CRITICAL SUr1 1559 ************************************* ~Ar',lE ~'.JORTHBOUND ~'1[:!,,' ~,..iI [iTH R. . 12.0 J 1:.0 12.0 L. , = j ~';DRTHBOU~-jC _c.- ~"j5 o -' ~...., 39: TRUC!{,"= " .',C::-rHc:CiG'l[; 2 ':; '_; T H 8 0 ur,-.! [\ :::-i .:,"T 8 C !,,:~'J D ',dC:;-;-3DUND ~,~~-: ~i<iG ~~/s '-/11 !:-/;,'" ,='ED~3T;:;:i':;N HCTil)ITY CYCLE L!:NGTH r'jGRTHBOLND ., '::T_' _~' = 3HT o 401 _::'i ~'JORTH80UND = .'''7" 1 iGi... !J'1E ,~65 '-...;.... "."'55 - =::,:; = : T'i 'J :=~..1C" " - --' ,- ., N,A LAr,tE GEONET?Y 30UTH80UND r10\) I.] J DTH EAST80UND r10'-' LJIDTH L,JEST80LN:: ~101.) IJIDTt-' T. . 12.0 1:.0 R. . 1., 'I .......'... ,. . 12,0 L.. 12.0 : 2, ':: 7 ::.0 TRAFFI C '.)OLU~'lES SOUTHBOUND EASTBOUND LtJE~,-:-BCUt';:J 8 454 953 I] " . .., ~ I:' l__''+.J o I] '''''1:' ..:. _1 = ....OCAL 8USE~ .. it., '~R o PEAt:. HDUR FACTCR , = -' 5 , u I] '? " c " , :5. DIRECTION SEPERATION :5, DiRECTION SEPERATION 1. 0 - 99 <NPEDS/HR' 90 SECONDS CRITl GAL LANE ')OLur.1ES 8'1 r10',.'E>IENT SOUTHBOU~~D ) o EASTBOUND 583 50:' t\iESTBOU~'lD 5-:oC' " ~ c LEFT TURr.j CHECK SOUTH80UND o o EASTBOUND 454 50: !)ESTBOUND Q :i " ~J i'~':A N../A ~',~/A GREINER ENGINEERING CRITICAL MOVEMENT :3C I E....JCES Ar-..JAL....i"'S IS I .:;:. 5 < EA :3T '::; IDE) I 1'-1 PRO',,' E D DATE ~?89 PEH~ ~Ep:JN ********************************** LE!)~L DF SER1.) I CE D ':.A"TURA7:m'.1 84 B CI--.(t..JT c!t-.J ,s.:: CRITICAL f"i/S UOL 401 CRITICAL E/IJ '')OL 982 CR:!T1 CAL SU~'i 1 383 ************************************* :-lCRTHBOUND ~"1D!..) I.'.:r DTfJ ~' ; -, ,., ...::.-' : 2 . J < ^ , ~ .:: . '... c = : f',1:JRTH3;JU; .: ,~ 55 ,-;;'" o 292 :;,. ~;.J"" T~'jCk-:' <.~ : P;:-1~ :::U.;c. ~ C _;~~SG:_:r":2' :::.--!,::-~~CU',~D .:= ::--S,::Ui'..j[: :='Hh':.ING >1.,fS C,"'I =:=:'::::TRIAN HCill.,!i7"{ ~' ':':...:: ~Er~G'TH LArJ.E GEGr1ETR''i : DUTHBOUt,J.C> r1C!') LJ: [;~H 'iE :::;S;:'C~;: ::.'-1STBGUr,JD r10U t,JIDTH ~'~Ol: :'-'1 [TH T 12.0 t"; ., 12. D ....:...- , ~. . 'J n .-.....; ~ -. -' 12.0 TRAFF I C I)OLUt1ES SOUTHBOUND E';STBOUND t,jE .3:8 =~ :_~~.l D ;1 454 o o 95.3 ~::45 o '-,'C' :. ~ ,J , ,-,,-.....1 l...U,_,i-!l... B~SES FhC""J~ .' ;' #. 'L1R I ,j ?EA~' HOUR 5 (\ 5 8 , 5 .9 c U :5. ) I RECT I ON SEPERAT: ':1N DIRECTION SEPERATION o - 99 t#PEDS~'HR' .~ . ~. , , . :RITI CAL LANE 1,)OLU~1ES BY ~10l.Ja1ENT 90 SECOND'3 -: ,3;";1 :~ORTH80UN[1 ] ...,.,. ""!"J.. ....~Dl;lT~BOUr..~:: 'C:"':';~"lE :':5 - 'S--:-=::' 'C:'" '65 . =;: ,. . i'., J-i SOUTHBOUND o o EASTBOlND 407 L,JESTBOUND 5:5 266 iJ LEFT TUR~'J CHEC~: SC~iTHBOU~..jD D ;] :] EASTBOU~'~D 454 )/,;E ST30iJ~'!C , J 5;]~ ~ 2'J c,l.-':'; f.' ."-i ",.-, j,",,""! GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON BCH BLVD & I'?5(ES) W/ PROJECT DATE 1989 PEAl< SEASor~ ***************************+****** LE'v'EL OF SER\)] CE E EATURATION 96 CRITI CAL r,/s UOL 407 CR IT I CAL E/L, 'v'OL 1 1 7 1 CRITICAL '3U~-1 1578 ************************************* 'jD~T'-iS:::UND ~,'"l~'~E ~t~ ::1...: l.d! riT H o 12. J ~2.0 12,i] c = rWRTH80ur,m ~WOI ,,,,,'- 5;'4 o 39:2 _ 4 ,-.. ,...,... ...,.,.... \j::!F,-;-riE:OUt.jD '3CU:r.BOUNC, ~r::"~CVS '~;) 5 ::f4S"T8QUND L,JE~TBOUND ='~ASING ~{/s E/1.J PEC'ES.....RIAN ACT:l.JITY C','CLE LENGTH LANE GEot1ETR\' SOUTHBOUt,jD t10'.} 'JIDTH l..JE 3T3[:'3-j[' Ei1STSOUND ~tl01.} ~..JID;H :"11]',,1 LJI:'iTH ,. . 12. G P.. ! 2. ,J - " . 12. J . ,- .... . , '. . ~. . 12. ,) . . ....:... TRAFFI C '..'OLU~'lES SOUTHBOUND EASTBOUND 1"dES"T30U.Ji: o .~ . '= '"to... IJ o o 966 1 :35.:$ " = .J.._ .j = ~ ~OCAL BUSES (#/HR'l IJ o PEAK HC~P ~rlCTOR' 9 5 ^ :J .9 .9 5 o n .7 :5. DIRECTlOi"1 SEPERATION :5. DIRECTION SEPERAT!ON 1 . Q - 99 (#PEDS/HR') 90 SECONDS GR I TICAL LANE ')OLUt1ES BY r10'.)Et1ENT -='_' -;:;':GHT t.JORTHBOUND o 407 :....=.i-. :J'_!-:- i,!:'L:31E j'..JGR-;H80UND 674 ,_:'Y::E: 'I'::'" o _ ::~.~ :::' ;.-:- r.;"'A SOUTHBOUND o o EAST80:.J~'lD 591 520 f.dES78CUND seo I) LEFT TURr, CHECK SOUTHBOUND o EASTBOUND 465 520 !..JESTBCL:>JJ J , .', o o N/A 1-' .' ~'J/A r.,:A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS ....[-1 it: ~3? PEAK SC:A::.J:'~ ***********************~********** I t"l F' R CII._...J E C, t..).......- P E; Ci--'(T Clr-~ .S-c: 1-95 EAST SIDE i...C:~)Ei.. OF '3ER'..n CE C) :.ATURATI 8~'.J ~.= O,,-! CE1Tl CAt.. I"V,-' i Ii" V -..}J... CR:-:-: ;=.,;;;L E.:"~.J !.lei... 993 407 LA~,lE GEm1ETRY 30UTHBOUND ~101.) I,JIDTH TRAFF Ie !vIOLUr1ES 30UTHBOUND c , CRITICAL SJr~ 1400 ************************************* _l-!~.,.jE \.jCRTHBD;J~,ji.:1 i"le',! !.JIDTH ';' i':l i',\ 1........ .... . 12.0 ::::. } = ; ~.JCiRIHBO:_ND ,:,,',-! ',':":-, :::92 :R'-,=.KE ,. - =-~~,:::F_>j:" - ._-,.. - ,~.- ':","-<': =. -' "- <] E~STBOUr~D r10l..) l;JIL'iH T 1 2 0 , T . 2 J . T 1 , J , L 1 2 0 L . <] ~ EASTBDur'.lD 465 :;Of-,,';, = LOCAL BUSES :~.-~ a 5 " " c ;,.:E5TEOUND ~..1C!) ;..JI='TH :..". . : .2 . J T l....:..J T ,. . '-:. ,-; : ~. :=! !.dES"T3C'~>;= <::1::.. ___....J -. = ; ~ _I PEAk' HGJR =pC7 ~;F ? : E:-:-E: _':-.;: ~ ? , ::"...J~': ="iG :~/ ': E. 'l.1.j :=:=::E~1~IAt,i ACT:!.)!;-"( :5. DIRECTIO~ SEPERAT:ON : 5. D I REe"T I m.~ SEPERATlor.-' 1 . 0 - ?9 ;' fiP~D-:,/HR: 90 SECG;"W':: C"; C~~ L~NG~H CRIll CAL LANE VOLur1ES BY r1O'-!Et1Er<r ~'u -p 1 r:3HT NORTHBOUND <] 407 '-'-; . )D~U~'1E NOPTH8GUt\D j74 ....,... :"" ! ~ r.: ..,..,,.: " '- ....~-i'_ 7\ 1 :'0 . -=~.., .....,... ~.<. 'H SOUTHBOUND o <] LEFT TURN CHECK SOUTHBOUND <] o o >J/A EASTBOUND 413 ")'"7'1 .......... EASTBOUND 465 520 <] N.A l.~JESTt::QUND 580 o I,JESTBOUND I} 120 i~/H ? GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & WOOLBRIGHT DATE 1989 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE B SATURAT ION :5 9' CRITICAL N/S VOL 640 CRITICAL E/W VOL 340 CRITI CAL SUM 9' a 0 ************************************* 1 2 3 4 5 6 LANE GEOMETRY SOUTHBOUND EASTBOUND WESTBOUND MOV WIDTH MOV WIDTH MOV WIDTH RT. 12.0 R. . 12.0 R. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 ... . ., . .. . ... . .. . ... . NORTHBOUND LANE MOV WIDTH NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT 26 677 179 271 507 1 1 43 25 26 294 14 441 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (%) 5 5 5 5 LOCAL BUSES (*/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S :4. BOTH TURNS PROTECTED (WITH OVERLAP) E/W :4. BOTH TURNS PROTECTED (WITH OVERLAP) PEDESTRIAN ACTIVITY 1. 0 - 99 (*PEDs/HR) CYCLE LENGTH 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 358 220 29 16 LEFT 0 282 3 311 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 26 271 43 294 ADJUSTED VOL 0 282 3 311 CAPAC ITY 0 0 0 0 MOVEMENT .N/A N/A N/A N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & WOOLBRIGHT W/PROJECT DATE 1989 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE B SATURATION 60 CRITI CAL N/S VOL 645 CRITICAL E/W VOL 340 CRITICAL SUM 985 ************************************* LANE GEOMETRY NORTH80UND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WI DTH MOV WI DTH MOV WI DTH MOV WI DTH I RT. 12.0 RT. 12.0 R. . 12.0 R. . 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 3 T. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 4 L.. 12.0 L. . 12.0 .., . 5 .. . ... . ., . 6 .. . NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT 26 687 179 271 507 I 1 43 25 26 294 14 441 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (X) 5 5 5 :5 LOCAL BUSES (H/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. BOTH TURNS PROTECTED (WITH OVERLAP) :4. BOTH TURNS PROTECTED (WITH OVERLAP) 1. 0 - 99 (HPEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 363 220 29 16 LEFT 0 282 3 311 LEFT TURN CIIECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 26 271 43 294 ADJUSTED VOL 0 282 3 311 CAPAC ITY 0 0 0 0 MOVEMENT N/A N/A N/A N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & WOOLBRIGHT DATE 1989 PEAK SEASON ********************************** LEVEL OF SERVICE B SATURATION 62 CRITICAL N/S VOL 684- CRITICAL E/W VOL 339 CRITI CAL SUM 1 023 ************************************* LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND LANE MOV WIDTH MOV WIDTH MOV WIDTH 1 RT. 12.0 RT. 12.0 R. . 12.0 2 T. . 12.0 T. . 12.0 T. . 12.0 3 T. . 12.0 T. . 12.0 L.. 12.0 4 L.. 12.0 L. . 12.0 ... . 5 .. . ... . 6 .. . WESTBOUND MOV WIDTH R.. 12.0 T.. 12.0 L... 12.0 ., . NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT 28 712 191 290 601 12 46 27 28 292 15 467 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS <X) 5 5 5 5 LOCAL BUSES <*/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHAS I NG N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. BOTH TURNS PROTECTED <WITH OVERLAP) :4. BOTH TURNS PROTECTED <WITH OVERLAP) 1. 0 - 99 <*PEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 378 o SOUTHBOUND 261 306 EASTBOUND 31 7 WESTBOUND 17 308 LEFT TURN CHECK INPUT VOLUME ADJUSTED VOL CAPACITY MOVEMENT NORTHBOUND 28 o o N/A SOUTHBOUND 290 306 o N/A EASTBOUND 46 7 o N/A WESTBOUND 292 308 o N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & WOOLBRIGHT W/PROJECT DATE 1989 PEAK SEASON ********************************** LEVEL OF SERVI CE B SATURAT I ON 6 :2 CRITICAL N/S VOL 690 CRITICAL E/W VOL 339 CRITI CAL SUM 1 0 :2 9 ************************************* 1 2 3 4 5 6 LANE GEOMETRY SOUTH80UND EAST80UND WESTBOUND MOV WIDTH MOV WIDTH MOV WIDTH RT. 12.0 R. . 12.0 R. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 T. . 12.0 L.. . 12.0 L. . 12.0 L. . 12.0 .. . ... . .. . NORTHBOUND LANE MOV WIDTH NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT 28 722 191 292 612 12 46 27 28 292 15 468 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (X) 5 5 5 5 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S :4. BOTH TURNS PROTECTED (WITH OVERLAP) E/W :4. BOTH TURNS PROTECTED (WITH OVERLAP) PEDESTRIAN ACTIVITY 1. 0 - 99 (#PEDS/HR) CYCLE LENGTH 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 382 266 31 17 LEFT 0 308 7 308 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 28 292 46 292 ADJUSTED VOL 0 308 7 308 CAPACITY 0 0 0 0 MOVEMENT N/A N/A N/A N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS &: GOLF DATE 1989 AVERAGE ANNUAL ********************************** LEVEL OF SERVI CE A SATURATION 53 CRITICAL N/S VOL 356- CRITICAL E/W VOL 523 CRITICAL SUM 879 ************************************* NORTHBOUND LANE MOV WIDTH 1 RT. 12.0 2 T. . 12.0 3 T. . 12.0 4 L. . 12.0 5 .. . 6 .. . NORTHBOUND LEFT 94 THRU 611 RIGHT 97 TRUCKS (X) NORTHBOUND 5 SOUTHBOUND 5 EASTBOUND 5 WESTBOUND 5 79 487 213 144 232 81 64 262 78 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S :4. . BOTH TURNS PROTECTED (WITH OVERLAP) E/W :4. BOTH TURNS PROTECTED (WITH OVERLAP) PEDESTRIAN ACTIVITY 1. 0 - 99 (#PEDS/HR) CYCLE LENGTH 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 299 290 364 396 LEFT 66 47 127 29 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 94 79 144 64 ADJUSTED VOL 66 47 127 29 CAPAC I TY 0 0 0 0 MOVEMENT N/A N/A N/A N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & GOLF WITH PROJECT DATE 1989 AVERAGE ANNUAL ********************************** LEVEL OF SERVICE A SATURATION 54 CRITICAL N/S VOL 359 CRITI CAL E/W VOL 53 1 CRITICAL SUM 89'0 ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND WESTBOUND MOV WIDTH MOV WIDTH MOV WIDTH RT. 12.0 RT. 12.0 RT. 12.0 T. . 12.0 L.. 12.0 L. . 12.0 T. . 12.0 .. . L. . 12.0 .. . ... . ... . 1 2 3 4 5 6 .. . NORTHBOUND TRAFFI C VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT 94 613 97 82 489 218 148 232 81 64 262 81 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (X) 5 5 5 5 LOCAL BUSES (M/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S :4. BOTH TURNS PROTECTED (WITH OVERLAP) E/W :4. BOTH TURNS PROTECTED (WITH OVERLAP) PEDESTRIAN ACTIVITY 1. 0 - 99 (MPEDS/HR) CYCLE LENGTH 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 299 293 364 399 LEFT 66 51 132 29 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 94 82 148 64 ADJUSTED VOL 66 51 132 29 CAPACITY 0 0 0 0 MOVEMENT N/A N/A N/A N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGF-.:L SS &: GOLF DATE 1989 PEAK SEASON ********************************** LEVEL OF SERVICE B SATURAT ION :5 '7 CRITICAL N/S VOL 380 CR IT I CAL E/W VOL :5:5:5 CRITICAL SUM 93:5 ************************************* NORTHBOUND LANE MOV WIDTH 1 RT. 12.0 2 T. . 12.0 3 T. . 12.0 4 L. . 12.0 5 .. . ... . 6 LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND MOV WIDTH RT. 12.0 T. . 12.0 T. . 12.0 L. . 12.0 .. . .. . RT. 12.0 12.0 RT. L. . 12.0 12.0 L. . " . .. . TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 100 82 151 68 THRU 649 516 247 279 RIGHT 103 224 86 82 TRUCKS (X) LOCAL BUSES ( It/HR) PEAK HOUR FACTOR NORTHBOUND 5 0 .9 SOUTHBOUND 5 0 .9 EASTBOUND 5 0 .9 WESTBOUND 5 0 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :4. BOTH TURNS PROTECTED (WITH OVERLAP) :4. BOTH TURNS PROTECTED (WITH OVERLAP) 1. 0 - 99 (ltPEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 317 73 SOUTHBOUND 307 51 EASTBOUND 388 135 WESTBOUND 420 34 LEFT TURN CHECK I NPUT VOLUME ADJUSTED VOL CAPACITY MOVEMENT NORTHBOUND 100 73 o N/A SOUTHBOUND 82 51 o N/A EASTBOUND 151 135 o N/A WESTBOUND 68 34 o N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS CONGRESS & GOLF WITH PROJECT DATE 1989 PEAK SEASON ********************************** LEVEL OF SERVICE E3 SATURATION 59 CRITI CAL N/S VOL 40 9 CRITI CAL E/W VOL 564 CRITICAL SUM 973 ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND MOV WIDTH 2 3 4 5 6 RT. T. . T. . 12.0 12.0 12.0 12.0 RT. 12.0 RT. 12.0 T. . 12.0 L. . 12.0 T. . 12.0 L. . 12.0 RT. L. . 12.0 12.0 L. . NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT 100 651 103 85 578 229 155 247 86 68 279 85 NORTHBOUND SOUTHBOUND EASTBOUND vJEST80UND TRUCKS (%) 5 5 5 LOCAL BUSES (n/HR) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 5 PHASING N/S :4. BOTH TURNS PROTECTED (WITH OVERLAP) E/W :4. BOTH TURNS PROTECTED (WITH OVERLAP) PEDESTRIAN ACTIVITY 1 . 0 - 99 (nPEDS/HR) CYCLE LENGTH 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 318 336 388 424 LEFT 73 55 140 34 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 100 85 155 68 ADJUSTED VOL 73 55 140 34 CAPACITY 0 0 0 0 MOVEMENT N/A N/A N/A N/A