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Traffic Volumes: Adjusted
_\ American Consulting, Inc. 4/24/01 Page 1 ~ ,,~~~O. AM PEAK ADJUSTED TRAFFIC VOLUMES ~\\\\ 11 2\i~\ AM TRIPS IN -516 -7 t)OC$ 96th and College AM TRIPS OUT -64 -21 A&F A&F 96th STUDY ADJUST ADJUST A&F REV. A&F EXIST. SC. # 2 FORECAST OISTR OISTR TRIPS TRIPS GEN. SC. # 3 SC. # 3 TRAFFIC TRAFFIC TRAFFIC #4 RESID. #4 RESIO. TRIPS TRAFFIC TRAFFIC SB-RT 129 165 200 165 165 0 SB- TH 276 310 353 20/0 310 310 0 SB-L T 33 38 47 10/0 50/0 -3 0 25 60 63 (3) WB-RT 84 125 154 50/0 0 -1 3 127 128 (1 ) WB- TH 262 404 513 20/0 72% -1 -15 51 439 455 (16) WB-L T 43 42 47 40/0 50/0 -1 -,1 3 43 45 (2) NB-RT 29 45 51 40/0 50/0 -10 0 25 59 70 (11 ) NB-TH 420 553 635 70k 553 553 0 NB-L T 191 274 337 274 274 0 EB-RT 55 63 73 40/0 63 63 0 EB- TH 74 104 130 70/0 720/0 -18 -5 364 445 468 (23) EB-L T 71 105 136 105 105 0 1667 2228 2676 471 2643 2699 EXIST. 100.00/0 74.80/0 62.30/0 63.1% 61.80/0 GROWTH 25.20/0 37.70/0 19.10/0 20.80/0 DEVELOP 17.80/0 17.50/0 20010136REV-TR.xls 4/25/01 CAP ACITV ANAL VSIS 96th Street and COLLEGE Avenue American Consulting, Inc. AM PEAK HOUR EXISTING TRAFFIC SCENARIO NO.2 96TH ST. CORRIDOR SCENARIO NO.2 NO IMPROVEMENTS NO IMPROVEMENTS WITH ,IMPROVEMENTS MOVEMENT LOS DELAY LOS DELAY LOS DELAY LOS DELA Y NORTH APP. B+ 10.1 A 9.6 E 76.8 A 9.1 SOUTH APP. B+ 10.9 B+ 14.1 D 47.6 B+ 12.4 EAST APP. B+ 14.9 C+ 27.3 E+ 59.6 B 16.0 WEST APP. B+ 13.0 D+ 36.5 F 237.1 B+ 14.0 INTERSECTION B+ 11.9 B 19.2 F 81.0 B+ 12.8 74.80/0 25.20/0 62.30/0 37.70/0 74.80/0 25.20k 100.00/0 EXISTING TRAFFIC GROWTH TRAFFIC DEVELOPMENT PM PEAK HOUR EXISTING TRAFFIC SCENARIO NO.2 96TH ST. CORRIDOR SCENARIO NO.2 NO IMPROVEMENTS NO IMPROVEMENTS WITH IMPROVEMENTS MOVEMENT LOS DELAY LOS DELAY LOS DELAY LOS DELAY NORTH APp. B+ 11.8 B+ 13.5 F 91.4 B+ 10.9 SOUTH APP. B+ 10.2 B 17.0 E+ 60.6 B+ 11.2 EAST APP. B+ 14.2 B 18.8 E 69.2 B+ 14.7 WEST APP. B 16.6 ""'tt 36.0 F 119.7 B 16.0 INTERSECTION B+ 13.0 C+ 21.4 F 88.2 B+ 13.0 76.40/0 23.60/0 64.10/0 35.90/0 76.40/0 23.60/0 100.00/0 EXISTING TRAFFIC GROWTH TRAFFIC DEVELOPMENT ~ ""'- I\) 0'1 (5 ..... co 0) r-+ ::T (J)O ~)> CD ." ~)> Q) 0 :J - 0.-1 a-< 0)> r -r Z m)> Qr- m-< )>en < - CD en :J c: CD )> 3 (1) -E cr S>> ::J o o :s en c ::; S. ta :; ~ )> ~ -c ,m )> ^ :J: o C JJ - ~menz z ~ m)>OO ~ m en(f)CJJ :JJ -1-1-1-1 0 en )>)>II < m -u-o)>)> m 0 -u:-O-u-u ~ ::I · :-0 :-0 m 0 z Z -t ~ r -ten m OJ OJ OJ'OJ 0 :Co + + + (J) -m S:z -0)> :D:D 0- <0 0 mz ..I. ...... ...... ...... ...... m S:O ~ O)m.,f::a..O r en (0:""':""0 )> m. zu) -< -t 00 ~oo ~ -C) OJCD~)> r -1m 0 :Cz 00 -)> S:JJ -0- :DO Oz 0 <0 m. ..I. ..................co m S:U) ~ O)O')U). r mJJ N CnNo,~ )> -< zm -1< 00. ~co -0) 0 mOOJ)> r -1-1 0 II + + (J) ~oo -0-1 :D. oC) <0 0 m:D I\) O)I\)......(X) m ~:D I\) (oUlO1. r mo ~ O>~o~ )> 20 -< -I:D (J) ~ ~\A .L. ',\ ~~ \~~ '-:~ 11", (J.)O) ........1\) ~w cf!.cf!. ~co -0') rl-l -I o OJ 0+ rolo I I + en~en -0-1 :Do ~o omJJ I\) ...... Ul ......1 m ~ JJ (J1~~!.Drmo ~ (J1 (X)(J1 )>-< Z 0 -IJJ en I\) ~ ~ VJO) 0'1';:" Co:""" tf-tf- o + OQm Z ~m(J)z OQm mJJX mJJX <Oen ~ m~OO~ <Oen m~-t m ~~~~O m~-t r - :D r - ~I~ en )>)>:I:::C< ~I~ ~-I-I m -u-u)>)>m S::-I-I mJJJJ 0 -u:U-u-oS: mJJJJ z)>)> ::I · -o-um z)>)> -I"" 0 · · Z -I"" "" -I ::!J" 00 z 00 ~ . Irl~cn 01 mOomOIO ++ cn~~ .....NO) II ~ ~II .....1\)0) ~OO'1 ........ 0 .....' NNm 0,0000 cft.cft.cfi tf-cficfi en omz o)N~O)ms:O -a ~ :'I !" :'I :'I r m · ~ Q) ......O~(X))>ZUl -c -<-I m en )> ^ :I: 0 01 () D~:' rl~l= ~II c JJ ..........0) I "k I~ ~II ..........0) ~................ Q)Q)(J.) mCoo.. o:"""Co cfitf-cfi tf-cf!.cf!. I\) co C>> pJBAaln08 a131::1.LS3M pUB ~aaJ~S lV3l::1 SISA 'VNV A.110V dVO ~O/gG/t .:>>UI '6u!llnSUoO UI:!:>>!J9W\f CfnOH >lV3d V\lV 9.L V ~.6 V S.O~ +8 ~.L V NOI.L~3St.i3.LNI o.gG +8 g.VG +8 g.gG +8 g.VG +8 .ddV 1S3M 0.8 'V v.v 'V G.V V 9.8 V · ddV H..lnOS 9.L V ~ .6 V G. ~ ~ +8 L.9 V · ddV H..lHON AV130 SOl AV130 SOl AV130 SOl AV130 SOl ..lN311\13^OIl\l SiN3V\13^OCldV\lI H..lIM S..lN3V\13^OCldV\lION S..lN3V\13^OCfdV\lION G .ON 0lClVN38S CfOOICftJOO ...lS H..l96 G .ON 0ltJVN30S OL:I:-J'v'tJl 8NI..lSIX3 0/00.8 ~ 0/00.L8 0/0 ~ .OG %S.SL 0/00.8 ~ 0/00. L8 0/00.00 ~ .LN3V'Jd013^3a OI=l:fv'tLl H.LMOt!8 OI.:l.:fv't:I.L 8NI.LSIX3 CfnOH >lV3d V\ld S.~~ +8 ~.tE ~ 6.L~ 8 8.6 V NOI.L~3St.i3.LNI g.VG +8 6.v9 0 V.SG 8 9.8G +0 · ddV ..lS3M 9.9 'V g. ~G ,+0 ~. ~ ~ +8 9.9 V ' · dd'V H..lnOS g. ~ ~ +8 6.98 +0 v.OG +0 9.6 V · dd'V H..lHON A'V130 SOl AV130 SOl AV130 SOl AV130 SOl ..lN3V\13^OV\l S1N311\13^OCfdll\ll H11M S1N311'J3^ObldIl'JION S1N311'J3^OtJdIl'JION G .ON 0ltJVN30S ClOOICfCfOO ...lS H..l96 G .ON 0ltJVN38S 01:-J:-JVCJ18NI..lSIX3 0/0 ~ .E ~ 0/0S.98 0/oL.9 ~ 0/oE.E8 0/0 ~.E ~ 0/06.99 0/00.00 ~ .LN3V'Jd013^3a OI.:l.:lVt:l.L HIMOt:l8 81::1::1VtJ.L 8NI.LSIX3 "'0 '- ,.... ctS 0 > ""'- Q) LO ~ :J v en 0 - OJ en > 0 ..J ....J 0: <C w ::> Z LL 0 ~ I , <C en ~ >W <( 1-$ W -"'0 a. o c: ~ <C as <( c.. ....... (1) <C (1) O~ en ....J <( W c.i a: .E 0; c E ::J 0 C 0 0 t: as (,) .i: (1) E <C 0: en O~ >- <( Ct)N~ co ow ...J . . ~ cD -~ LU (OCt)N O:w 0 a:> 00 Oa: "-:0.. en~ en <(<(0 I:c 0 c( 1-1- ...J (0_ m~ .en >1- >- Wz a:w <( LOm~ ,.. ...J · · (0 cO Ct)~ LU CONN .W 0 0> Zo Oa: -a. a:~ en <(- <(<(0 Z:c 0 c( WI- ...J 0- en~ en I- >- Ct)Z <( ~~C1:! to -w o~ ...J o -f"- a) LU ~(t)C\J ZLU 0 0> -0 a: a: <(a. z~ en w_ + <( + OJ: 0 co 0 c( 001- ...J ~ I- Z Z cL cL · 0 LU i= ~ 0..0..0.. 0 W <(<(a.. w > II<( en 0 1-1-1- a: ~ a:::>C/) w oow t- zen~ z - ## 0) ,.... aio I"-C\J #?ft.~ C\!r:~ Ct) LO . 00,...."'" ##~ C\!r:~ C\J co . 00,...."'" 00 u:- u..ttl- <(<(2 a:a:W I-I-::E ~Ia. 21-0 -~....J ~OW -a:> x w W~O 0: ::> o I ~ <( W a.. ~ a.. 0:C/) O~ >- <( ~~C\! I'- ow ...J mom r--: -~ W ~~N ,.. O:w 0 0:> 00 00: ,,-:a.. C/)~ C/) cod)o II 0 m 1-1- ...J (0_ m~ .C/) >1- >- Wz O:w <( ~~C\! (W) ...J LO · LO rt:t Ct)~ W ~CX)N ,.. .w 0 0> Zo o a:: -a.. a::~ C/) <(- co <(0 + ZI 0 m WI- ...J 0- en~ C/) I- >- Ct)Z <( ~(OC1:! It) .w ...J LO · LO ~ o~ W ~CX)N ,.. Zw 0 0> -0 0: a: <(a.. z~ en w_ co <(0 + OI 0 m 001- ...J ~ I- Z Z cL cL . 0 W i= ~ 0..0..0.. 0 W <(<(a.. w > II<( en 0 1-1-1- a: ~ a::::::>C/) W oow t- ZC/)~ Z - ## Ct)1"- Mcri 00,.... ##~ OCt)O . . I"- ~ C\J · oo,....Ct) ##~ C\!r:~ Ct) Ct) · oo,....Ct) 00 U:u: u...u...1- <(<(2 a:a:w I-I-::E ~Ia. ZI-O -~....J ~Ow -a:> x w w~o COLLEGE HILLS 96TH STREET AND COLLEGE AVE. AM. PEAK HOUR SCENARIO # 3 REVISED 04/25/01 13:12:20 SIGNAL2000/TEAPAC[Ver 1.01.00l - Summary of Parameter Values Intersection Parameters METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 QUEUEMODELS 1 90 25 40 Approach Parameters APPLABELS N E S W GRADES 0.0 0.0 0.0 0.0 PEDLEVELS 0 0 0 0 BIKEVOLUMES 0 0 0 0 PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 80 63 32 31 UPSTREAMVC 0.00 0.00 0.00 0.00 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 165 310 60 127 439 43 59 553 274 63 445 105 WIDTHS -12.0 12.0 12.0 0.0 24.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 LANES 1 1 1 0 2 1 1 1 1 1 1 1 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM ,NORM NORM UTILIZATIONS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TRUCKPERCENTS 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 P EAKHOURFAC TORS 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ARR:IVALTYPES 3, 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS YES YES YES YES YES YES YES YES YES YES YES YES REQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 MINIMUMS 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 STARTUPLOST 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ENDGAIN 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0' 2.0 2.0 2.0 2.0 STORAGE 0 0 0 0 0 0 0 0 0 0 0 0 I:NJ:TIALQUEUE 0 0 0 0 0 0 0 0 0 0 0 0 I DEAL SAT F LOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DELAYFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NSTOPFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 SATURATI ONFLOWS 1583 1863 519 o 3472 562 1583 1863 946 1583 1863 747 Phasing Parameters SEQUENCES 11 ALL PERMISSlVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES YES OFFSET 0.00 1 CYCLES 60 120 15 PEDTIME 0.0 0 GREENTIMES 28.95 23.05 YELLOWTIMES 4.00 4.00 CRITICALS 9 11 EXCESS 0 COLLEGE HILLS 96TH STREET ,AND COLLEGE AVE. PM. PEAK HOUR SCENARIO # 3 REVISED 04/25/01 11:54:00 SIGNAL2000/TEAPAC[Ver 1.01.00l - Summa~ of Par~eter Values intersection Parameters METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 QUEUEMODELS 1 90 25 40 Approach Parameters APPLABELS N E S W GRADES 0.0 0.0 0.0 0.0 PEDLEVELS 0 0 0 0 BIKEVOLUMES 0 0 0 0 PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 76 44 27 119 UPSTREAMVC 0.00 0.00 '0.00 0.00 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 158 538 144 88 614 80 59 435 168 240 396 240 WIDTHS 12.0 12.0 12.0 0.0 24.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 LANES 1 1 1 0 2 1 1 1 1 1 1 1 GROUP TYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM UTILIZATIONS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TRUCKPERCENTS 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 PEAKHOURFACTORS 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ARRiVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS YES YES YES YES YES YES YES YES YES YES YES YES REQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 MINiMUMS 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 STARTUPLOST 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ' 2.0 2.0 2.0 2.0 2.0 ENDGAIN 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 STORAGE 0 0 0 0 0 0 0 0 0 0 0 0 J:NJ:TIALQUEUE 0 0 0 0 0 0 0 0 0 0 0 0 I DEAL SAT F LOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS . 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DELAYFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NSTOPFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 SATURATIONFLOWS 1583 1863 660 o 3504 1770 1583 1863 469 1583 1863 1770 Phasing Parameters SEQUENCES 18 ALL PERMISSIVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES YES OFFSET 0.00 1 CYCLES 60 120 15 PEDTIME 0.0 0 GREENTIMES 26.09 5.13 3.06 9.72 YELLOWTIMES 4.00 4.00 4.00 4.00 CRITICALS 9 6 5 12 EXCESS 0 COLLEGE HILLS REAL, ST. & WESTFIELD BLVD. AM. PEAK HOUR SCENAIO # 3 REVISED 04/25/01 11:55:34 SIGNAL2000/TEAPAC[Ver 1.01.00l - Summary of Parameter Values Intersection Parameters METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 QUEUEMODELS 1 90 25 40 Approach Parameters APPLABELS GRADES PEDLEVELS BIKEVOLUMES PARKINGSIDES PARKVOLUMES BUSVOLUMES RIGHTTORNONREDS UPSTREAMVC N 0.0 o o NONE 20 o 83 0.00 E 0.0 o o NONE 20 o o 0.00 S 0.0 o o NONE 20 o o 0.00 W 0.0 o o NONE 20 o 40 0.00 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 412 682 0 0 0 0 0 450 120 71 0 110 WIDTHS' 0.0 12.0 0.0 0.0 0.0 0.0 0.0 12.0 12.0 12.0 0.0 12.0 LANES 0 1 0 0 0 0 0 1 1 1 0 1 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM UTILIZATIONS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TRUCKPERCENTS 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 PEAKHOORFACTORS 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ARR:IVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS YES YES YES YES YES YES YES YES YES YES YES YES REQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 MINIMUMS 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 STARTUPLOST 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ENDGAIN 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 STORAGE 0 0 0 0 0 0 0 0 0 0 0 0 J:NJ:TIALQUEUE 0 0 0 0 0 0 0 0 0 0 0 0 J:DEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DELAYFACTORS .1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NSTOPFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 SATURATIONFLOWS o 1781 0 0 0 0 o 1863 453 1583 o 1770 Phasing Parameters SEQUENCES 11 ALL PERMISSIVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES YES OFFSET 0.00 1 CYCLES 60 120 15 PEDTIME 0.0 0 GREENTIMES 44.70 7.30 YELLOWTIMES 4.00 4.00 CRITICALS 2 12 EXCESS 0 ~ f COLLEGE HILLS REAL ST. & WESTFIELD BLVD. PM. PEAK HOUR SCENA,IO # 3 REVISED 04/25/01 11:56:49 SIGNAL2000/TEAPAC[Ver 1.01.00l - Summa~ of Parameter Values Intersection Parameters METROAREA NONCBD SIMULATION PE~IOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 QUEUEMODELS 1 90 25 40 Approach Parameters. APPLABELS N E S W GRADES 0.0 0.0 0.0 0.0 PEDLEVELS 0 0 0 0 BIKEVOLUMES 0 0 0 0 PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 59 0 0 80 UPSTREAMVC 0.00 0.00 0.00 0.00 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 299 706 0 0 0 0 0 ,686 170 160 0 267 WIDTHS 0.0 12.0 0.0 0.0 0.0 0.0 0.0 12.0 12.0 12.0 0.0 12.0 LANES 0 1 0 0 0 0 0 1 1 1 0 1 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM UTILIZATIONS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TRUCKPERCENTS 2.0 '2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 PEAKHOURFACTORS 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ARRIVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS YES YES YES YES YES YES YES YES YES YES YES YES REQCLEARANCE'S 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 MINIMUMS 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 STARTUPLOST 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ENDGAIN 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 STORAGE 0 0 0 0 0 0 0 0 0 0 0 0 INITIALQUEUE 0 0 0 0 0 0 0 0 0 0 0 0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DELAYFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NSTOPFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 SATURATI ONFLOWS o 1799 0 0 '0 0 o 1863 414 1583 o 1770 Phasing Parameters SEQUENCES 11 PERMISSIVES NO OVERLAPS YES CYCLES 60 GREENTIMES 38.49 YELLOWTIMES 4.00 CRITICALS 2 EXCESS 0 ALL NO YES 120 13.51 4.00 12 NO YES 15 NO YES LEADLAGS OFFSET PEDTIME NONE 0.00 0.0 NONE 1 o COLLEGE HILLS REAL ST. & WESTFIELD BLVD. PM. PEAK HOUR SCENAIO # 3 REVISED 04/25/01 11:56:58 SIGNAL2000/TEAPAC[Ver 1.01.00l - Capacity Analysis Summary Intersection Averages: Degree of Saturation (v/c) 0.72 Vehicle Delay 14.3 Level of Service B+ Sq 11 Phase 1 I . Phase 2 I **/** ------------------------- I * * I I . I * * I I 'I' 1<* * I i I v I It. I I 1 It. 1**** I North I <+ + I I I + + 1++++ I 1 + + I v I ------------------------- I G/C=0.641 G/C=0.225 I G= 38.5" G= 13.5" I Y+R= 4.0" Y+R= 4.0" I OFF= 0.0% OFF=70.8% ------------------------- C= 60 sec G= 52.0 sec = 86.7% Y= 8.0 sec = 13.3% ped= 0.0 sec = 0.0% ------------------------------------------------------------------------------- I Lane IWidth/1 g/C I Service Rate I Adj I I Group I Lanes Reqd Used @C (vph) @E I Volume I I HCM I L I Queue I v/c 1 Delay I S Model 11 --------~---------------------------------------~------------------------------ N Approach 15.6 B =============================================================================== IRT+TH 1 12/1 10.567 10.641 1 11451 1154 I 996 10.863 1 15.6 I*B I 659 ftl ------------------------------------------------------------------------------- S Approach 8.4 A =============================================================================== TH LT 1 12/1 10.415 10.641 1 1188 I 1195 1 1 12/1)0.520 10.641 1 233 1 266 1 722 10.604 1 179 10.673 1 7.2 I A I 336 ftl 13.3 B+ 105 ftl W Approach 25.2 C+ ------------------------------------------------------------------------------- -------------------------------------_._---------------------------------------- RT LT 1 12/1 10.086 10.225 1 1 12/1 10.199 10.225 1 289 I 328 I 357 1 399 l 84 10.235 I 281 10.704 1 19.4 I B I 55 ftl 27.0 l*c+1 217 ftl