Traffic and Operational Analysis Sample Clauses
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Traffic and Operational Analysis. The Engineer shall review and analyze traffic data (including percent trucks, design hourly volume, and directional distribution), existing roadway features (including ramp locations, weaving sections, number of lanes, offset to obstructions, lane widths, frontage road operations, and intersection operation and geometry), traffic flow patterns, accident patterns and frequencies, and transit and traffic operations. A detailed level of service analysis with CORSIM, PASSER, HCS, VISSIM, SYNCRO, and/or other acceptable model will be performed for the current year using current traffic and geometric conditions and for the design year using traffic projections and proposed geometric designs to compare different geometric alternatives and ramp patterns. Results of this analysis shall be incorporated into the schematic design.
Traffic and Operational Analysis. The Engineer shall review and analyze traffic data (including percent trucks, design hourly DocuSign Envelope ID: CB4D4692-3486-4327-9EA0-F7A661B6ACDF Contract No. 36-7IDP5031 volume, and directional distribution), existing roadway features (including ramp locations, weaving sections, number of lanes, offset to obstructions, lane widths, frontage road operations, and intersection operation and geometry), traffic flow patterns, accident patterns and frequencies, and transit and traffic operations. A detailed level of service analysis with CORSIM, PASSER, HCS, VISSIM, SYNCRO, and/or other acceptable model will be performed for the current year using current traffic and geometric conditions and for the design year using traffic projections and proposed geometric designs to compare different geometric alternatives and ramp patterns. Results of this analysis shall be incorporated into the schematic design.
Traffic and Operational Analysis. The Engineer shall review and analyze traffic data (including percent trucks, design hourly DocuSign Envelope ID: F9E4AA24-4672-4529-8EFA-00D1CA218520 volume, and directional distribution), existing roadway features (including ramp locations, weaving sections, number of lanes, offset to obstructions, lane widths, frontage road operations, and intersection operation and geometry), traffic flow patterns, accident patterns and frequencies, and transit and traffic operations. A detailed level of service analysis with CORSIM, PASSER, HCS, VISSIM, SYNCRO, and/or other acceptable model will be performed for the current year using current traffic and geometric conditions and for the design year using traffic projections and proposed geometric designs to compare different geometric alternatives and ramp patterns. Results of this analysis shall be incorporated into the schematic design.
Traffic and Operational Analysis. The Engineer shall review and analyze traffic data (including percent trucks, design hourly volume, and directional distribution), existing roadway features (including ramp locations, weaving sections, number of lanes, offset to obstructions, lane widths, frontage road operations, and intersection operation and geometry), traffic flow patterns, accident patterns and frequencies, and transit and traffic operations. The Engineer shall develop and calibrate a model of the existing traffic. The Engineer shall include the calibration of the model in the traffic analysis report and Interstate Access Justification Report (IAJR). The Engineer shall perform a detailed level of service analysis with CORSIM, PASSER, HCS, VISSIM, SYNCRO, or other acceptable model for the current year using current traffic and geometric conditions and for the build year and 20 year design year using traffic projections and proposed geometric designs to compare different geometric alternatives and ramp patterns. The Engineer shall incorporate the results of this analysis into the schematic design. The Engineer shall develop a traffic analysis report summarizing all analysis performed.
Traffic and Operational Analysis. The Engineer shall develop and analyze traffic data (including percent trucks, design hourly volume, and directional distribution), existing roadway features (including ramp locations, weaving sections, number of lanes, offset to obstructions, lane widths, frontage road operations, and intersection operation and geometry), traffic flow patterns, and transit and traffic operations. The Engineer shall conduct capacity analysis studies for designated locations and sections of roadway and make recommendations for improving traffic flow. The Engineer shall use the HCM to analyze and make appropriate recommendations. The analysis must be done for existing/base year, opening year, design year (opening+20 year), and interim year (if needed) for existing and future conditions. Results of this analysis must be incorporated into the schematic design. The Engineer shall develop and submit to Owner a traffic and operational analysis report summarizing all analysis performed. If microsimulation is used, the Engineer shall develop and calibrate an existing condition traffic model. The calibration memo must be included in the traffic analysis report. The analysis must be performed using the latest versions of TxDOT-approved software (e.g., HCS, Synchro, VISSIM, CORSIM, SIDRA).
Traffic and Operational Analysis. The Engineer shall collect traffic data and review and analyze other available traffic data (including percent trucks, design hourly volume, and directional distribution), travel demand models, existing roadway features (including ramp locations, weaving sections, number of lanes, offset to obstructions, lane widths, frontage road operations, and intersection operation and geometry), traffic flow patterns, accident patterns and frequencies, and traffic operations. The Engineer shall develop and calibrate an existing traffic model. The calibration of the model must be included in the traffic analysis report and Interstate Access Justification Report (IAJR) or both. A detailed level of service analysis with CORSIM, PASSER, HCS, VISSIM, SYNCRO, and/or other acceptable model will be performed for the current year using current traffic and geometric conditions and for the opening year and 20-year design year using traffic projections and proposed geometric designs to compare different geometric alternatives and ramp patterns.
Traffic and Operational Analysis. The Engineer shall review and analyze field collected traffic data (including percent trucks, design hourly volume, and directional distribution), existing roadway features (including ramp locations, weaving sections, number of lanes, offset to obstructions, lane widths, frontage road operations, and intersection operation and geometry), traffic flow patterns, accident patterns and frequencies, and transit and traffic operations. A detailed level of service analysis with HCS, VISSIM, SYNCRO, and/or other acceptable model will be performed for the current year using current traffic and geometric conditions and for the design year using traffic projections and proposed geometric designs to compare different geometric alternatives. Traffic operational analysis will be performed at FM 2148 N., FM 991 and FM 2148 S. for build and no-build scenarios. Four alternatives will be analyzed for each of these intersections. Recommendations from this analysis will be summarized in a Traffic Operational Analysis report. Results of this analysis shall be incorporated into the schematic design.
Traffic and Operational Analysis. 4.1. The Engineer shall review the data collected in Item 1. above and prepare a detailed traffic analysis using Highway Capacity Manual methodologies (SYNCHRO) for following seven intersections for existing and design year conditions: • ▇▇ ▇▇▇ ▇▇ ▇▇ ▇ ▇▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇▇ Road • FM 521 at ▇▇ ▇ ▇▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇ • FM 521 at Sienna Parkway • FM 521 at Glendale Lakes • ▇▇ ▇▇▇ ▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇ ▇▇▇▇▇▇ • FM 521 at CR 57/▇▇▇▇▇▇ ▇▇▇▇▇▇ Road • FM 521 at CR 56 The traffic and operational analysis shall determine the projected Level of Service for the seven intersections. The Engineer shall prepare recommendations for the roadway and intersection geometries for each of the above seven intersections based upon this analysis.
Traffic and Operational Analysis. The Engineer shall review and analyze traffic data (including percent trucks, design hourly volume, and directional distribution), existing roadway features (including ramp locations, weaving sections, number of lanes, offset to obstructions, lane widths, frontage road operations, and intersection operation and geometry), traffic flow patterns, accident patterns and frequencies, and transit and traffic operations. The Engineer shall analyze the crash reports provided (most recent 36-month period, if available) to determine crash patterns along the LP 1604 corridor and develop measures for crash mitigation and improve traffic safety. Collision diagrams for applicable locations along the LP 1604 corridor will be prepared. A detailed level of service analysis with HCS and SYNCRO will be performed for the current year using current traffic and geometric conditions and for the design year using traffic projections and proposed geometric designs to compare different geometric alternatives. SYNCHRO models will be developed for LP ▇▇▇▇, ▇▇▇▇▇ ▇▇▇▇▇▇▇, interchanges at FM 143, East-West Connector (COSA MTP), UPRR/Macdona- Lacoste Road, ▇▇▇▇▇▇▇▇ Road, UPRR/▇▇▇▇▇▇▇▇ Road and at IH 35. The Engineer shall analyze the various configurations considered in the schematic development process to identify issues, bottlenecks and evaluate measures to mitigate congestion and improve traffic flow. Solutions to DocuSign Envelope ID: ED57FAE2-481A-4535-A126-CE7F0E526760 improve traffic capacity will be studied. Results of this analysis shall be incorporated into the schematic design.
Traffic and Operational Analysis. The Engineer shall develop and analyze traffic data (including percent trucks, design hourly volume, and directional distribution), existing roadway features (including ramp locations, weaving sections, number of lanes, offset to obstructions, lane widths, frontage road operations, and intersection operation and geometry), traffic flow patterns, and transit and traffic operations. The Engineer shall conduct capacity analysis studies for designated locations and sections of roadway and make recommendations for improving traffic flow. The Engineer shall use the HCM to analyze and make appropriate recommendations. The analysis must be done for existing/base year, opening year, design year (opening+20 year), and interim year (if needed) for existing and future conditions. Results of this analysis must be incorporated into the schematic design. The Engineer shall develop and submit to Owner a traffic and operational analysis report summarizing all analysis performed. If microsimulation is used, the Engineer shall develop and calibrate an existing condition traffic model. The calibration memo must be included in the traffic analysis report. The analysis must be performed using the latest versions of TxDOT-approved software (e.g. Synchro, SIDRA). The following intersections will be included in the traffic analysis for the corridor. • Center Street and Veterans Drive • Center Street and Ranger Road • Center Street and Old Stagecoach Road/Pump House/Cypress • Old Stagecoach Road and Spice ▇▇▇▇ ▇▇▇▇ • Old Stagecoach Road and Cypress Forest • Old Stagecoach Road and Cypress Forest/Condalia • Old Stagecoach Road and Three Forks • Old Stagecoach Road and Muscadine Drive • Old Stagecoach Road and Six Creeks Boulevard • Old Stagecoach Road and FM 150/▇▇▇▇ ▇ ▇▇▇▇ Trail • Veterans and Wetzel