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_ . _ . _ __ area and available travel demand forecast for the existing interchange conditions and the major interchange reconfiguration. Subtask 3.4.2—Alternative Model Volumes Once there are two preferred alternatives, CONSULTANT will prepare the final travel demand volumes for the design year for each of the two alternatives. The traffic volumes will be developed from VTA model runs as well as potential manual reassignment of the volumes to reflect subtle modifications to the ramp connections that may not be reflected in the regional model volumes. Subtask 3.4.3-SimTraffic CONSULTANT will evaluate two alternatives for the design year only. CONSULTANT will prepare AM and PM SimTraffic model runs for the Woodside Corridor for each of the two alternatives using the design year volumes. The measures of effectiveness reported will include: average vehicle delay, level of service, percent of vehicles (demand) served, and vehicle queuing. For the isolated intersections, Synchro will be used to evaluate the performance of these isolated locations. Information for these intersections will include: average vehicle delay, level of service, and queuing. The performance measures for the alternatives will be compared to the performance of the existing interchange configuration(no project). Subtask 3.4.4-Alternatives Analysis Memorandum CONSULTANT will prepare a memorandum that summarizes the operational aspects of the alternative analysis including the performance measures for the existing interchange configuration and the two design alternatives. The memorandum will be submitted to PDT for use in the review of the alternatives. Task 3.5 -Bicycle/Pedestrian Traffic Operations Analysis CONSULTANT will utilize field and traffic data collected in other tasks, and supplement as necessary, to perform an analysis of pedestrian and bicycle quality of service (PBQOS) far existing conditions and up to two proposed project alternatives. Data will include, but not be limited to, the following: • Traffic volumes • Number of vehicle through lanes • Speed limit • Percent heavy vehicles • Presence and degree of separation of dedicated bike facility • Presence and type of on-street parking • Driveway conflicts • Cross street width,traffic control, vehicle turn volumes • Presence of traffic calming measures ATfY/AGR/2013.164/URS PROFESSIONAL SERVICES AGR REV:10-15-13 VR Page 28 of�8