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<br />. <br /> <br />future 95th Avenue North park-and-ride lot and services within the corridor connecting <br />the Rosedale/Twin Lakes area, TeAAP site and Blaine. <br /> <br />Capacity And level Of Service Assumptions <br /> <br />Forecast model capacity assumptions were slightly modified to account for operational <br />considerations. The default model assumptions do not distinguish an auxiliary lane from <br />a general traffic lane; however, it is known that auxiliary lanes function differently, and at <br />a lower capacity, than through-lanes. A Level of Service D capacity (beginning of slow- <br />and-go congestion) was used in the model to maintain calibration ofthe model <br />parameters. The assumptions used were as follows: <br /> <br />. Inside lane 2300 vehicles per hour <br />. Middle lane 1950 vehicles per hour <br />. Outside lane 1650 vehicles per hour <br />· 1950 vehicles per average freeway lane <br />. Auxiliary lane 1400 vehicles per hour <br />. 1100 vehicles per lane TH 10 diagonal (expressway) <br /> <br />. <br /> <br />. <br /> <br />1-35W/I-694ITH toITH 36 <br />Transportation Deficiency Study <br /> <br />-6- <br /> <br />SRF Consulting Group, Inc. <br />July 2002 <br />