10115 HOLLY DR 2018-01-01 MF Import

F'AGE ^c CHF'.15TOrHEF EF:OIJN 1!27.'19yc FFOJECT �JOT EUILT TRI01.7. INTEkSECTIOPJ : OLIVIA ROAD ;� Ei/EFETT ;tALL WAY � EVERGF.EEtd l•JAY u� EVERGP:EEN D1A`! AVEF�GE P.�1. FEr^,k: 1990 CHD ? t! - ACTUHIEL SI6NAL C A ? A C i T 'r a PJ A L Y S I S LN GR ADJ FL�!d P11SV FOJ SAT FLOL: GREE�: Lfd GR V%C P.FP MVM RAT� LT FLOW FLIJ RT F;ATIO CFIT " FFTID CAF'ACIT`r' RATIO � --- --- ---- ------- ------- ------ ------ � � EU LTF 22�� 167b �. 131 \' U.2i�C� 335 O.JJ/ - WE L 203 182 331c U.ubi td U. 1�4 497 i�.-+U8 � T 7C.r p 1860 i.�.039 iJ U.3�0 686 0. 111 F 39 �i 153u u.U25 PJ 0.35i.� 535 U.073 f!P L 31 U 171U 0.018 M U.iSU 256 6. 121 - T 839 0 5"v�U 0. 155 fJ ti.SUU 270G 0.311 F 471 O 1621 0.291 Y 0.50(> 810 0.581 SFi L b3 U 1710 0.037 Y O. SSii 256 ��..'_4b T 556 0 36C�U 0. 154 N C�.Sf�q 180U 0.3%�9 TF 3c2 u 1764 b. 183 N U.50�) 882 0.365 C`lCLE LENGTH : 100.0 SUM OF CRITICAL LANES' FLOW RATIOS : 0.��9 l_�SS TIME PEF C'r'CLE : 12 INTEF.SECTIOh1 V/C : u.522� --------'--------------------------------------------- L E V E L 0 F 5 E R V t C E LP! GR V/C GFEE{V CYC lst LN GF 2nd LN GF LPl GF FlF'P FFF AG'P �1Vti kF1T10 F.FTIO LE�J DEL^nY CAF DELAY F'F DELF+I' LOS DELf+'r LDS Cb LTF. U.eS? i�.20i� lU0 28.0 33.� 3.2 0.85 25.5 U P.S.3 D LJB L 0.4U8 C�. 25U SOU 29.2 497 u.3 1 .UU 29.5 D T �?. iil u.3�0 lU�? 16.7 630 O.ti U.85 14.2 H R 0.073 0.35U 100 10.5 535 U.0 0.85 14.Cr 6 26. 1 D NN L p. 121 �.150 1Uu 28.0 256 i�.�� 1 .0�� 28.0 A T C�.311 U.SO4 10�? 11 .2 27U6 f.i.C; 0.85 9.� E F �1.SE1 U.�uu lUi� 13.Y Blti u.8 U.a� 12. 1 H l�'•:9 N SR L 0.24o O. 15G l0u 28.5 256 U. 1 1 .06 28.6 D T �i.309 U.50�� S00 11 .2 18Ufj O.p 0.85 9.� 5 TF U.365 U.SOU 30!� 11 .6 8B2 U. 1 0.95 9.9 P 10-? =+ INTEFSECTIOW DELAY : 14.� secs/ :eh LEVEL OF SGRVICE : H