Lane Distribution Factors Sample Clauses

Lane Distribution Factors. Total Number of Lanes in One Direction Lane Distribution Factor One or two lanes 1.0 Three lanes 0.7 Four or more lanes 0.6 Developer should expect that subgrade materials will vary throughout the Project limits. Developer shall verify that the materials encountered or imported meet the Effective Modulus of Subgrade Reaction, modulus, or other design subgrade support value as utilized for the structural section design. If the site subgrade materials have a lower value than used for the Proposal-phase pavement designs, Developer shall submit an adjusted pavement design for review and acceptance by TxDOT. The Developer assumes all responsibility for increased pavement construction costs resulting from changes to the proposal pavement design increased pavement thickness designs. Developer shall prepare separate pavement designs, as applicable, for the following: • Mainline and ramp pavements • Mainline and Ramp Toll Plazas including the entrance and exit transitions • Frontage road pavements • Cross-road pavements • Service driveways and parking areas • Temporary pavement construction areas Pavement design report(s) shall document the assumptions, considerations, and decisions contributing to Developer’s pavement designs, including the following: • Pavement design details by location, including structural layer materials, general specifications, and thicknesses • Where applicable, lifecycle management analysis, including the periods for resurfacing, reconstruction, and other rehabilitation measures and what these activities are likely to entail • Relevant pavement evaluation data (structural and functional) and condition information on adjacent roads • Site conditions which might influence the design and performance of pavements • Relevant geotechnical data and drainage requirements including boring logs, laboratory soil test results, and active or passive drainage system design • Design criteria used in determining the pavement design(s), including traffic loads, pavement material characterization, environmental conditions, and pavement design life • Other considerations used in developing the pavement design(s), including subgrade preparations and stabilization procedures
Sample 1
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