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r - r- r- r- 1 1 I I f 1 I f I 1 1 1 f I I TSRxSUPK.CND Too Jul 28, 1998 14.22.57 Page 9-1 TBSKSUPK.CHD Tue Jul 28, 1998 14,22,57 Page 30-1 --------------------------------------------------__-------------------____----- ----------------------------- -------------------------------------- TRINITY BAPTIST CHURCH TRAFFIC BTUDY TRINITY BAPTIST CRUNCH TRAFFIC STUDY BASS CONDITIONS . RKISTING SUNDAY YEAR HOUR CONDITIONS BASE CONDITIONS . EXISTING SUNDAY PEAK HOUR CONDITIONS PUfURE CONDITIONS . EXISTING PLUS PROOBCT SUNDAY PK HR CONDITIONS PUTURS CONDITIONS . EXISTING PLUS PRWECf SUNDAY PK HE CONDITIONS ________________________________________________________________________________ ..------------------------------------------.___________________. Level Of Service Computation Report Level Of Service Computation Report 1994 HCH Operations Method (Base Volume Alternative) 1994 NCM Operations Method (Future Volum Alternative) u ouuuuuo.u••...u...u...•..uuu.uuu•uuuu.u.uu u•o•..•..0 ...........a...u•u.•..a.....••......••...........uo.•......u.o.........u. Intersection Y] GRANT LINE RD./NAOLEB RD. I.t"..Dtion Y3 GRANT LINE RD./HAOLBS RD. •..... .. ............................................. aa. . . ........ ............•.. . «...............ua.. Cycle (sac). 100 Critical Vol./Cap. (K). 0.164 Cycle (sec), 100 Critical VOI./Cap. (K), 0.310 Was Ti. (sec). 0 (Y.R 4 ee0 Average Delay (sec/veh), 7.3 Lose Ti. (sec), 0 (YaR . 4 sec) Average Delay (sec/veh). 8.9 Optical Cycle. 27 Level Of Service, B Optimal Cycle, 33 Level Of Service, B •......a..........0 e..*... uuu.a.........u........«u.............. ...u..•a......u..•uaa.......u....................a.....u...aaa••uu....... Approach, North Bound South Bound East Bound Nest Bound Approach, North Brutal South Bound East Bound Meet Bound Movimat L - T - R L - T - R L - T - R L - T - R MOVemmt. L - T - R L - T - R L - T - R L - T - R Control, Split Phase Split Phase Protected Protected Control. Split Phase Split Phase Protected Protected Rights, Include Include include Include Rights. Include Include Include Include Min. Green, 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green. 0 0 0 0 0 0 0 0 0 0 a 0 Lange, 0 0 0 0 0 1 1 0 0 1 1 0 2 0 1 0 0 3 0 1 Lane., 0 0 0 0 0 1 1 0 0 1 1 0 2 0 1 0 0 3 0 1 ------------I--------------- --------------- I---------------II---------------I ------------I---------------II---------------II---------------II_____.________I Volum Module, Volum Module. Base Vol. 0 0 0 81 5 59 27 369 9 0 128 77 Bae. Vol, 0 0 0 al 5 59 27 369 9 0 128 77 Growth Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bae. 0 0 0 $1 5 59 37 369 9 0 128 77 Initial Bae. 0 0 0 E1 5 59 27 369 9 0 128 77 User Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol. 0 0 0 203 0 a 0 0 0 0 0 180 PHP Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PaeeerByVol. 0 a 0 0 0 0 0 0 0 0 0 0 PHP V.I.. 0 0 0 B1 5 59 27 369 9 0 128 77 Initial Put, 0 0 a 284 5 59 27 369 9 0 128 257 Reduct Vol. 0 0 0 0 0 0 0 0 0 0 0 0 User Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol. 0 0 0 81 5 59 27 369 9 0 128 77 PHP Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.UD 1.00 PEP Volum, 0 0 0 284 5 59 27 369 9 0 128 257 MLP Adj, 1.00 1.00 1.00 1.05 1.05 1.00 1.00 1.05 1.00 1.00 1.10 1.00 Reduct Vol. 0 0 0 0 0 0 0 0 0 G 0 0 Final Vol.. 0 0 0 85 5 59 37 387 9 0 141 77 Reduced Vol, 0 0 0 364 5 59 27 369 9 0 128 257 ----------I--------------'II--------------II---------------II--------------I PCE Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module, MLP Adj, 1.00 1.00 1.00 1.05 1.05 1.00 1.00 1.05 1.00 1.00 1.10 1.00 Sat/Sane. 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Final Vol., 0 0 0 298 5 59 27 387 9 0 141 257 Adjuatm.t. 1.00 1.00 1.00 0.85 0.85 0.85 0.95 1.00 0.85 1.00 1.00 0.85 ------------I---------------II---------------II---------------I I- I Lame, 0.00 0.00 0.00 1.89 0.11 1.00 1.00 2.00 1.00 0.00 3.00 1.00 Saturation Plow Module, Final Sat., 0 0 0 2569 151 1360 1520 3200 1360 0 4800 1360 Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 ------------I---------------I ----"""----'I ---------------II--------------'I Adjustment, 1.00 1.00 1.00 0.85 0.85 0.85 0.95 1.00 0.85 1.00 1.00 0.85 Capacity Analysis Module, Lae". 0.00 0.00 0.00 1.97 0.03 1.OD 1.00 2.00 1.00 0.00 3.00 1.00 Vol/Sat, 0.00 0.00 0.00 0.03 0.03 0.04 0.02 0.12 0.01 0.00 0.03 0.06 Final Sat., 0 0 0 2675 45 1360 1520 3200 1360 0 4500 1360 Crit Moves. .... .•.. .... ------------1---------------11---------------11---------------11--------------- I Green/Cycle. 0.00 0.00 0.00 0.26 0.26 0.26 0.18 0.74 0.74 0.00 0.56 0.56 Capacity Analysis Module, Volum/Cap. 0.00 0.00 0.00 0.13 0.13 0.16 0.10 0.16 0.01 0.00 0.05 0.10 Vol/Sat, 0.00 0.00 0.00 0.11 0.11 0.04 0.02 0.12 0.01 0.00 0.03 0.19 ------------1---------------11---------------11---------------II---------------I Crit Moves, .... •... .... Level Of Service Module, Green/Cycle. 0.00 0.00 0.00 0.35 0.35 0.35 0.01 0.65 0.65 0.00 0.59 0.59 Delay/Veh. 0.0 0.0 0.0 18.1 18.1 19.3 22.3 2.6 2.3 0.0 6.4 6.6 Volum/Cap. 0.00 0.00 0.00 0.32 0.32 0.12 0.32 0.19 0.01 0.00 0.05 0.32 User DelAdj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ------------I---------------II---------------II---------------II---------------I Adj Del/Veh, 0.0 0.0 0.0 18.1 19.1 18.3 22.3 2.6 2.3 0.0 6.4 6.6 Level Of Service Module. Gueue. 0 0 0 3 0 1 1 3 0 0 2 1 Delay/Veh, 0.0 0.0 0.0 15.4 15.4 14.3 30.1 4.5 4.0 0.0 5.5 6.6 ............u......••uuuu....uuu.uuuu.....u.......•• User DelAdj, 1.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.00 AdjDel/Veh, 0.0 0.0 0.0 15.4 15.4 14.3 30.1 4.5 4.0 0.0 5.5 6.6 Queue. 0 0 a 6 0 1 1 4 0 0 2 4 .uuu•uau•.uuuuuu»uuoou..au u.o...uu...u...u..♦u•....u.. Traffix 6.8.1511 (c) 1995 Dowling Assoc. Licensed to Omnl.Means. Roseville Trafflx 6.8.1511 (c) 1995 Dowling Assoc. Licensed to Ocai.Means, Roeevllle