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On page 5-163, add the following information after'....computed and observed volumes". <br /> Traffic counts were <br /> conducted on June 2011 (five intersections) and September 2009 (six intersections). <br /> Please find below the Model Calibration for the a.m. and p.m. peak hour at the turn and <br /> link level. <br /> Period Volume A B STD Com—Vol Obs Vol Ratio Rel—Err <br /> AM Turn 9.64 0.84 34.19 5,723 5,645 1.01 5.86% <br /> Link 13.98 0.99 77.25 99,320 100,619 0.99 0.86% <br /> PM Turn 3.59 0.97 44.23 7,859 7,899 0.99 5.01% <br /> Link 25.4 0.99 82.15 91,571 92,523 0.99 0.51% <br /> Change the LOS for freeways from€to D in Table 5.15-ton page 5-163. <br /> On line 16 of page 5-174, add the following lines: <br /> "and the converse as outboundthps. TJKM performed select zone analysis for the project <br /> zones. Based on the select zone the inbound and outbound trips were estimated for <br /> each of the project TAZs. The projected..." <br /> The LOS results are tabulated below and revised for Table 5.15-4: <br /> Intersection A.M. Peak Hour P.M. Peak Hour <br /> LOS Delay LOS Delay <br /> #8 A(A) 4.7(4.4 A(A) 5.5(5.4) <br /> #9 A (A) 3.4(3.4 A(A) 6.1(6. ) <br /> A (A)-Original (Revisedinbold) <br /> The LOS results are tabulated below and revised for Table 5.15-6: <br /> A.M. Peak Hour P.M. Peak Hour <br /> Intersection <br /> LOS Delay LOS Delay <br /> #8 A(A) 5.9(5.6) A(A) 6.7(6.5) <br /> #9 A(A) 5.2(5.4) A(A) 6.6(6.3) <br /> A (A)-Original (Revised in bold) <br /> 9 <br />