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FNGE 2 C+iRTSTOFHEF bRDIA: 1/28/19a� <br /> TRIAD DEVELJF�tEMT - PUILT TRI1.11 � <br /> INTERSECTION : <br /> t7LIVIA ROAD a <br /> EVERETT MALL WAY u� <br /> EVERGREEW WAY n <br /> EVER6kEEN WRY <br /> AVERACaE F.M. F'EAF�. 1990 CHD ? iJ <br /> ACTUATED SI6fJAL <br /> L' A P A C I T Y A N A L Y 5 I S <br /> LW Gk ADJ FLO!J PI15V ADJ SAT FL!]lJ GftEEt1 L�d GR 'J!C <br /> P.FP MVM kAT� LT FLOW 'FLW RT - FATiO CR1T 7 FFT1u CAPP.LITY RATIO <br /> --- --- ---- ------- -_� .___ ------ ----_ __ - <br /> EB LTR 298 0 1661 0.179 Y U.2�0 332 G.698 <br /> 1JH � . 211 174 3312 U.U64 N o. 150 497 i�.425 <br /> ' T 153 O 1800 O.C�85 N 0.3.`,U 630 U.c43 <br /> R 39 O 153U 0.025 I: 0.350 a35 O.O"13 <br /> NB L �4 0 1710 0.432 PJ U. 150 256 O.cll <br /> T B39 O 5400 0. 155 f•! 0.506 c.7C�0 U.311 <br /> R 471 O 1621 G.291 Y U.500 B10 0.581 <br /> SB L 63 O 1710 0.037 Y . U. 15p 256 0.246 <br /> T 617 0 36�0 0.171 N U.500 1800 U_343 <br /> Tk 308 0 1724 0.178 fJ U.SuO 864 6.355 <br /> CYLLE.LE1`1G7H a 300.0 SUM OF CRITICAL LANES' FLC41 kATI05 : U.SG7 <br /> LUSS TITtE F'ER CYCLE : Y2 ItdTERSECTION V/C : U.576 <br /> ^ ' L .E V E L O F 5 E R V I L' E <br /> LP! GF V/C GRF_EPJ CYC lst LN GF Hr�tl LfJ Gk LPJ GF AF-F• AF <br /> AFF t:VM FtATIO RATZO LEN DELAY . LAG DELAV �'F DELA\' LCiS ➢EL.�1 LC <br /> EB LTF: 0.898 0.2UU lOU 29.6 332 SB.i U.B� 4u.5 aE YC��G .. E <br /> Wb L 0.425 0�150 1UC� 29.3 497 0.4 1.OU 29.7 D <br /> T fl.243 0.350 100 17_5 6a0 O.O 0.�� 14_9 B <br /> R O.U73 U.3J0 300 lb.� 535 U.O C�.85 14.0 & 24_'7 C <br /> Nb L 0.211 0.150 100 28.4 256 0.1 1 .06 28.5 D <br /> T 0.311 U.5U0 106 11 .2 27�0 C�.O 0.85 9.5 F <br /> k O.B81 O.�OU fbG 13.4 81•a 0.6 4.8� 12_ 1 P li . l E <br /> SP L U.2�>o C�. 15u :.Gti c8.: c:;n G.1 1 .Ui! c6.0 D <br /> T 0.343 0.�00 100 11 .5 18C0 O.0 O_� 9.8 P <br /> TR 0.356 0.�00 lOG 1L.6 B64 0.1 0.85 9.9 P 11 .0 2 <br /> IfdTEr�SECTIO�J DELAY : 16.? secsi��eh <br /> LEVEL OF SERVICE t C <br /> r <br />