Traffic Data and Projections Sample Clauses

Traffic Data and Projections. The Engineer shall develop the opening-year, design-year (opening year +20) and pavement design year (opening year + 30) travel forecasts, and related traffic analysis in coordination with State Transportation and Programming Division (TPP). The developed traffic projections shall be utilized for design and environmental analysis. The Engineer shall develop traffic forecasts for the main lanes, ramps, cross streets, interchanges, intersections, and frontage roads for no-build and build alternatives. These projections shall include graphic representations of the anticipated daily movements along the corridor (suitable for inclusion in the design schematic and environmental document) and the Traffic Analysis for Highway Design table. The Engineer shall prepare a Traffic Projections Methodology memo, based on the information provided in the TPP traffic analysis package. The Engineer shall review the proposed methodology with the State and shall refine it based on these discussions. Traffic volumes developed by the Engineer will be submitted to TPP for review and approval, and the Engineer will revise the traffic volumes based on TPP’s comments.
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Traffic Data and Projections. The Engineer shall develop the opening-year (2020), design-year (2040) and pavement design year (2050) travel forecasts, and related traffic analysis in coordination with State Transportation Planning and Programming Division (TPP). Existing turning movement counts (TMC’s) will be collected for the AM and PM peak hours at signalized intersections and major cross streets along LP 1604. These TMC’s will be useful in the development of the traffic data projections and modeling of current conditions. The Engineer will collect 24 hour classification volumes at three (3) locations along Loop 1604 to provide daily traffic and percent trucks for existing conditions. The developed traffic projections shall be utilized for design and environmental analysis. The Engineer shall develop traffic forecasts for LP 1604, interchanges at US 281 and IH 37, and cross streets at FM 3499, Cambellton Road, Priest DocuSign Envelope ID: 719137B1-7E3D-42BC-8A29-9D6AE732CB6A Road and FM 1303, for no-build and build alternatives. These projections shall include graphic representations of the anticipated daily movements along the corridor (suitable for inclusion in the design schematic and environmental document) and the Traffic Analysis for Highway Design table. The Engineer shall prepare Line diagrams of existing and proposed conditions to submit to TPP for traffic projections. The Engineer shall prepare a Traffic Projections Methodology memo, based on the information provided in the TPP traffic analysis package. The Engineer shall review the proposed methodology with the State and shall refine it based on these discussions. Traffic volumes developed by the Engineer will be submitted to TPP for review and approval, and the Engineer will revise the traffic volumes based on TPP’s comments.
Sample 1
Traffic Data and Projections. The Engineer shall develop the opening-year, design-year (opening year +20) and pavement design year (opening year + 30) travel forecasts, and related traffic analysis in coordination with State Transportation and Programming Division (TPP). The developed traffic projections shall be utilized for design and environmental analysis. The Engineer shall develop traffic forecasts for the main lanes, ramps, cross streets, interchanges, intersections, and frontage roads for no-build and build alternatives. These projections shall include graphic representations of the anticipated daily movements along the corridor (suitable for inclusion in the design schematic and environmental document) and the Traffic Analysis for Highway Design table. The Engineer shall prepare a Traffic Projections Methodology memo, based on the information provided in the TPP traffic analysis package. The Engineer shall review the proposed methodology with the State and shall refine it based on these discussions. Traffic volumes developed by the Engineer will be submitted to TPP for review and approval, and the Engineer will revise the traffic volumes based on TPP’s comments. To accomplish this effort the Engineer will: The Engineer will calibrate/validate the base year model. This is an iterative process that involves the execution of the travel demand models, comparison of modeled traffic volumes to observed counts, adjusting the travel demand models, and repeating the process until acceptable match is obtained.
Sample 1
Traffic Data and Projections. The Engineer shall develop the opening-year (2020), design-year (2040) and pavement design year (2050) travel forecasts, and related traffic analysis in coordination with State Transportation Planning and Programming Division (TP&P). Existing turning movement counts (TMC’s) will be collected for the AM and PM peak hours at signalized intersections along LP 1604. These TMC’s will be useful in the development of the traffic data projections and modeling of current conditions. The developed traffic projections shall be utilized for design and environmental analysis. The Engineer shall develop traffic forecasts for LP 0000, xxxxx xxxxxxx, interchanges at FM 143, East- West Connector (City of San Antonio (COSA), Metropolitan Transportation Plan (MTP)), Union Pacific Railroad (UPRR) /Macdona-Lacoste Road, Xxxxxxxx Road, UPRR/Xxxxxxxx Road and at IH 35, for no-build and build alternatives. These projections shall include graphic representations of the anticipated daily movements along the corridor (suitable for inclusion in the design schematic and environmental document) and the Traffic Analysis for Highway Design table. The Engineer shall prepare Line diagrams of existing and proposed conditions to submit to TP&P for traffic projections. The Engineer shall prepare a Traffic Projections Methodology memo, based on the information provided in the TP&P traffic analysis package. The Engineer shall review the proposed methodology with the State and shall refine it based on these discussions. Traffic volumes developed by the Engineer will be submitted to TP&P for review and approval, and the Engineer will revise the traffic volumes based on TP&P’s comments. DocuSign Envelope ID: ED57FAE2-481A-4535-A126-CE7F0E526760
Sample 1
Traffic Data and Projections. The Engineer shall provide additional engineering services to update the development of the opening-year (2020), design-year (2040); and pavement design year (2050) travel forecasts, and related traffic analysis in coordination with the TxDOT Transportation Planning and Programming Division (TP&P) The Engineer shall collect existing turning movement counts (TMC) for the AM and PM peak hours at signalized intersections along LP 1604. Using these TMC’s the Engineer shall develop traffic data projections and modeling of current conditions. The Engineer shall use the developed traffic projections for design and environmental analysis. The Engineer shall develop traffic forecasts for both the no-build alternatives for LP 0000, xxxxx xxxxxxx, and DocuSign Envelope ID: 1DB60CEF-DAD9-4F47-8AE2-182BB19769B8 interchanges at:
Sample 1
Traffic Data and Projections. Obtain from the City the 2017 and design-year (opening year +20) travel forecasts, and related traffic analysis. The developed traffic projections shall be utilized for design and environmental analysis. Obtain traffic counts for side streets for use in determining median openings. Obtain traffic forecasts for the lanes, cross streets, and intersections, for no-build and build alternatives. These projections shall include graphic representations of the anticipated daily movements along the corridor (suitable for inclusion in the design schematic and environmental document) and the Traffic Analysis for Highway Design table.
Sample 1
Traffic Data and Projections. The Engineer shall develop the opening-year, design-year (opening year +20) and pavement design year (opening year + 30) traffic data projections. The developed traffic projections shall be utilized for design and environmental analysis. The Engineer shall develop traffic forecasts for the main lanes for ultimate conditions (opening and design year) and interim conditions (opening and design year). These projections shall include graphic representations of the anticipated ADT movements along the corridor (suitable for inclusion in the design schematic and environmental document) and the Traffic Analysis for Highway Design table. Traffic DocuSign Envelope ID: 08011FCF-93C2-4F54-8A05-20A33047A1D8 volumes developed by the Engineer will be submitted to TxDOT for review and approval, and the Engineer will revise the traffic volumes based on TxDOTs comments.
Sample 1
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Traffic Data and Projections. The Engineer shall provide existing traffic counts. The Engineer shall perform an Origin/Destination Analysis of the IH35W/IH20 and IH 35W/SH 174 interchanges. The Engineer shall develop base year 2025, interim year, and design year 2045 daily and a.m. and p.m. peak travel forecasts for the No-Build Conditions, corridor alternatives and geometric design schematic of the preferred alternative including all upstream/downstream interchanges within the study area. These traffic forecasts shall be prepared from a corridor model in coordination with North Central Texas Council of DocuSign Envelope ID: B4E47CBB-54AA-4467-B86B-B1C47B94F45E
Sample 1

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