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<br /> mum CHO Med Apr 22, 1998 14.14.36 Page 9-1 TBRYP41.CMD Wed Apr 22, 1998 14134,36 Page 30-1
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<br /> TRINITY BAPTIST CHURCH TRAFFIC STUDY ------ TRINITY BAPTIST CHURCH TRAFP2C STUDY
<br /> BASS CONDITIONS . EXISTING PM PEAK HOUR CONDITIONS BAER CONDITIONS • EYISTIMD PM PEAK KOM CONDITIONS
<br /> FUTURE CONDITIONS . RYISTIND PLUG PROGECT PM PEAK HOUR CONDITIONS FU URB CONDITIONS . EXISTING PLUS PROGECI PM PEAR HOUR CONDITIONS
<br /> ______________ -..-.-. -------------------------- ----------------------------......---------------...-_..__________.______.._..._
<br /> Level Of Service Computation Report Level Of Service COoputation Report
<br /> ..•.... •.994 HCH Operations Method.(Base;ovum Alternative)u.••......••.• .. ... 199. HCH Operatons Method (Futur .)uu•u•u••••
<br /> ..... uuuu.u.. • • u. • •• • u•..•... ...........................................
<br /> In[ez.ection Y3 GRANT LINK RD./NAGLNG RD. Intervention 03 GRAHF LINE RD./NAGLEE 10-
<br /> .....*............................. ....
<br /> 0..............eu...•..•.........eu...uv..............uuu... ♦.a....•
<br /> Cycle (vee). 100 Critical Vol./Gp. IY). 04]3 Cycle I.ec), 100 Critical VOI./Cap. (Y). 0.173
<br /> Lose Tim (eec)i 0 (Y:R ss 4 SeC) Average Delay (Ben/veh). 7.5 Was Tim (Sec). 0 (Y•R . 4 Sec) Average Delay (Sec/Veh), 7.5
<br /> ioal
<br /> evel Of
<br /> op..nal .......•.cles 3.. •. Level O6 Servl.., ..•....• 8... . .....................................................
<br /> ...... ......... .... •• ... ....... ..•.S.•..............................8
<br /> • ..... .•... . •• .........•ev .. $.,Vicu.•u.. .•.. .. .. . . ..• . . ••.• ... . • .
<br /> Approach, North Bound South Bound Beat Bound Nest Bound Approach, North Bound South Bound East Bound West Bound
<br /> M.vemnts L - T - R L - T - R L - T - R L - T - R Movemnt. L - T - R L - T - R L - T - R L - T - R
<br /> --------____j__-----_-----__11._-----_-----__11..----------___11___---------___I --------_.-.L_-----_-----__II..-----_-----__ I__.---------___II__________.___-I f`
<br /> Control. Split Phase Split Phase Protected Protected Control. Split Phase Split Phase Protected Protected
<br /> Rights, Include Include Include Include Rights. Include Include Include Include
<br /> Min. Green. a 0 0 0 0 0 0 0 0 a 0 0 Nin. Green, 0 0 0 0 0 0 0 0 0 0 0 0
<br /> Lanes, 0 0 0 0 0 1 1 0 0 1 1 0 2 0 1 0 0 3 0 1 Lanes, 0 0 0 0 0 1 1 0 0 1 1 0 2 0 1 0 0 0 1
<br /> ------------1---------------11---------------11---------------I I---------------I ------------I---------------II---------------II---------------II---------______I
<br /> Volum Module. Volum Module.
<br /> Bae. V.I. 0 0 0 135 7 97 45 615 15 0 212 126 Be.. V.I, 0 0 0 135 7 97 45 615 15 0 212 125
<br /> 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 "j, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
<br /> Initial Bae. 0 0 0 135 7 97 a5 615 15 0 212 128 Initial See, 0 0 0 135 7 97 45 615 15 0 212 128
<br /> 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 5 0 0 0 0 0 0 0 6
<br /> PNP Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.OD 1.00 1.00 1.00 1.00 P.....B'Vo1, 0 0 0 0 0 0 0 0 0 0 0 0
<br /> PHP Volum, 0 0 0 135 7 97 45 615 15 0 212 128 Initial For. 0 0 0 140 7 97 45 615 li 0 211 134
<br /> Redact 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
<br /> Reduced V.1, 0 0 0 135 7 97 45 615 15 0 212 128 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
<br /> PCB Adj, 1.00 1.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHP Volum. 0 0 0 140 7 97 45 615 15 0 212 134
<br /> 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 0 0 0
<br /> Final VOL., 0 0 0 142 7 97 45 646 15 0 233 129 Reduced Vol. 0 0 0 140 7 97 45 615 15 0 212 114
<br /> ---....---I---------------II---------------II---------------II---------------I PCE mi. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
<br /> Saturation Flow Module. MLP Adj, 1.00 1.00 1.00 1.05 3.05 1.00 1.00 1.05 1.00 1.00 1.10 1.00
<br /> fiat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Final Vol., 0 0 0 147 7 97 45 646 15 0 233 134
<br /> Adjuatmnt, 1.00 1.00 1.00 0.85 0.85 0.65 0.95 1.00 0.65 1.00 1.00 0.e5 -I---------------II---------------II--------------II--------------I
<br /> Lane., 0.00 0.00 0.00 1.91 0.09 1.00 1.00 2.00 1.00 0.00 3.00 1.00 Saturation Plow Module,
<br /> Final Sat.. 0 0 0 2592 128 1360 1520 3200 1360 0 4800 1360 Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
<br /> ------------I---------------11---------------II---------------II---------------I Adjustmnt, 1.00 1.00 1.00 0.85 0.85 0.85 0.95 1.00 0.65 1.00 1.00 0.85
<br /> Capacity Analysis Module, Lanes, 0.00 0.00 0.00 1.91 0.09 1.00 1.00 2.00 1.00 0.00 3.00 1.00
<br /> Vol/Sat, 0.00 0.00 0.00 0.05 0.05 0.07 0.03 0.20 0.01 0.00 0.05 0.09 Final Sat., 0 0 0 2596 124 1360 1520 3200 1360 0 4800 1360
<br /> CritMove.. •u. .... .u. ------------I---------------II---------------11---------------11_____________..1
<br /> 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, ■
<br /> Volum/Gp, 0.00 0.00 0.00 0.21 0.21 0.27 0.17 0.27 0.01 0.00 0.09 0.17 Vol/Sat, 0.00 0.00 0.00 0.06 0.06 0.07 0.01 0.20 0.01 0.00 0.05 0.10 i!
<br /> ------------I---------------11---------------11---------------11---------------I Crit Move S. ...• •u• •..•
<br /> Level Of Service Module, Green/Cycle, 0.00 0.00 0.00 0.26 0.26 0.26 0.17 0.74 0.74 0.00 0.57 0.57
<br /> Delay/Veh, 0.0 0.0 0.0 18.7 18.7 19.1 22.6 2.8 2.2 0.0 6.5 6.6 Volum/Gp, 0.00 0.00 0.00 0.22 0.22 0.27 0.17 0.27 0.01 0.00 0.09 0.17
<br /> 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
<br /> AdjDel/Veh, 0.0 0.0 0.0 18.7 18.7 19.1 22.6 2.8 2.2 0.0 6.5 6.8 Level Of Service Module.
<br /> Queue, 0 0 0 3 0 2 1 6 0 0 3 3 Delay/Veh, 0.0 0.0 0.0 18.7 18.7 19.1 22.9 2.4 2.2 0.0 6.3 6.7
<br /> ...uuu•.uu.......u•..••..........••...0u..*..u..•.......•.........••••• User DBIAdj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
<br /> Adj0.1/Veh, 0.0 0.0 0.0 16.7 18.7 19.1 22.9 2.6 2.3 0.0 6.3 6.7
<br /> Queue, 0 0 0 3 0 2 1 6 0 0 3 2
<br /> ..•...•........................a.......•w.....a•.............•..•...•.......
<br /> Traffic 6.8.1511 (c) 1995 Dowling Assoc. Licenued to 0aot.M.ane, Ro.evllle Traffic 6.8.1911 (c) 1995 Dowling ASMOC. Licensed to Omn1.He...' 0...Villa
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