TRAFFIC COUNT DATA Sample Clauses

TRAFFIC COUNT DATA. Upon completion of the work, submit all traffic count data in electronic format to the Bureau of Transportation Data Development. The data can be submitted in any form except binary data. If the traffic count collection time range is 48 hours or longer, comply with the requirements of the guidelines described in the FHWA Traffic Monitoring Guide.

TRAFFIC COUNT DATA. The Contractor will conduct a site visit to determine the existing lane configurations and traffic control for the following intersections: • Main Street and US 95A • Newlands Road and US 95A • Xxxxxxx Trail/Fremont Street and US 95A • Roundabout at Main Street and Farm District Road The Contractor will collect peak hour morning and evening turning movement data at the study intersections listed above. This scope includes traffic counts, or bicycle and pedestrian counts, or a site-specific evaluation for up to two additional intersections. As an optional service, at the discretion and upon approval of the City, the Contractor will collect additional peak hour morning and evening turning movement data for up to five intersections. The locations of additional data collection will be coordinated between the Contractor and the City.

TRAFFIC COUNT DATA. Existing weekday morning and afternoon peak hour vehicle, bicycle, and pedestrian traffic volume counts will be obtained from the Cheyenne MPO as available and/or conducted at the 10 intersections identified. These existing traffic volumes will be evaluated to determine operational level of service for existing conditions. Intersection and roadway improvements will be recommended based on existing traffic volumes. ▪ Future Traffic Conditions. Future traffic projections will be obtained from the Cheyenne MPO and identified based on the proposed development plan for the area. This traffic will be assigned to the street network and intersections. A 20- 25 year horizon traffic analysis will be conducted for these future traffic volume forecasts to determine possible capacity needs and level of service criteria requirements. Roadway and intersection improvements (possible traffic signals or roundabouts) will be identified for these ten intersections and the overall Exhibit A – Scope of Work XXX, P.C. SCOPE OF WORK FOR PARSLEY ROAD CORRIDOR PLAN 4-May-18 Parsley Boulevard corridor. In addition, driveway access realignments or turning movement restrictions will be proposed and recommended. The study will include an evaluation of the previous two proposed Parsley Boulevard alignments at the intersection with College Drive as identified in the 0000 Xxxxx Xxxxxxxx Xxxxxx 10% Design Plan. As identified, traffic signal warrants will also be evaluated at this intersection. ▪ Draft and Final Report. A draft report will be prepared to document the analysis performed in the study. The report will be provided to AVI for inclusion in the project report. Comments received on the draft report will be incorporated into the final report.

TRAFFIC COUNT DATA. The CONSULTANT is responsible for all traffic count data necessary to validate/calibrate the 2013 Base Year Model. Extensive traffic count data has been collected by the MPO and SDDOT and will be made available to the CONSULTANT. The CONSULTANT will review the traffic count data/locations for adequacy and shall adjust the counts to average weekday peak season counts. Seasonal adjustment factors for local roads developed by the MPO will be used where appropriate.

TRAFFIC COUNT DATA. Engineer will derive a data collection plan with PCCA staff to gather baseline information needed to assess existing operations and to support traffic volume forecasts. As an initial assumption, the following data collection is proposed: