Design Traffic Sample Clauses

Design Traffic. Notwithstanding anything to the contrary contained in this Agreement or the Manual, the Contractor shall carry out Traffic Survey, Axle load survey and calculate design traffic for pavement design but design traffic shall not be less than 70 million standard axles (MSA) for main carriageway and 20 million standard axles (MSA) for Slip Road, Loops and Ramps of Interchanges/Grade separator. Minimum specified crust composition for flexible pavement with Cement Treated Base (CTB) and Cement Treated Sub-base (CTSB) are presented below. However, the EPC contractor proposing alternate design shall be maintain minimum total thickness mentioned in the tables below. Bypass, Realignments, Reconstruction of Existing Road, Raising of Existing Road for Main Carriageway including paved shoulders: - Design Chainage (km) Proposed Flexible Pavement Thickness (mm) Total (mm) BC DBM AIL CTB CTSB Km 15+500 to 27+300 40 60 100 140 200 540 Slip Roads, Loops and Ramps: Design Chainage (km) Proposed Flexible Pavement Thickness (mm) Total (mm) BC DBM AIL CTB CTSB Km 15+500 to 27+300 40 50 100 100 200 490
Sample 1Sample 2
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Design Traffic. Notwithstanding anything to the contrary contained in this Agreement or the Manual, the Contractor shall design the pavement for a minimum design traffic of 20 million standard axles.
Sample 1
Design Traffic. Notwithstanding anything to the contrary contained in this Agreement or the Manual, the Contractor shall design the pavement for a design traffic of 30 million standard axles. In no case the crust composition shall be less than as given in the table below; Crust Composition Thickness BC 40 mm DBM 95 mm WMM 150 mm GSB 150 mm
Sample 1
Design Traffic. Notwithstanding anything to the contrary contained in this Agreement or the Manual, the Contractor shall design the pavement for design traffic of at least 5 million standard axles.
Sample 1

Related to Design Traffic

  • Technical Specifications The Technical Specifications furnished on the CD are intended to establish the standards for quality, performance and technical requirements for all labor, workmanship, material, methods and equipment necessary to complete the Work. When specifications and drawings are provided or referenced by the County, these are to be considered part of the Scope of Work, and to be specifically documented in the Detailed Scope of Work. For convenience, the County supplied specifications, if any, and the Technical Specifications furnished on the CD.

  • User 4.9.1 Not to use the Property otherwise than for the Permitted Use;

  • SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 4.12.1 Shop Drawings are drawings, diagrams, schedules and other, data specially prepared for the Work by the Contractor or any Subcontractor, manufacturer, supplier or distributor to illustrate some portion of the Work.

  • CONTRACT WORK HOURS AND SAFETY STANDARDS As per the Contract Work Hours and Safety Standards Act (40 U.S.C. 3701-3708), where applicable, all Customer Purchase Orders in excess of ,000 that involve the employment of mechanics or laborers must include a provision for compliance with 40 U.S.C. 3702 and 3704, as supplemented by Department of Labor regulations (29 CFR Part 5). Under 40 U.S.C. 3702 of the Act, each contractor must be required to compute the wages of every mechanic and laborer on the basis of a standard work week of 40 hours. Work in excess of the standard work week is permissible provided that the worker is compensated at a rate of not less than one and a half times the basic rate of pay for all hours worked in excess of 40 hours in the work week. The requirements of 40 U.S.C. 3704 are applicable to construction work and provide that no laborer or mechanic must be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence.

  • Contractor Work Hours and Safety Standards Contractor shall ensure compliance with all safety and hourly requirements for employees, in accordance with federal, state, and County safety and health regulations and laws.

  • Trunk Group Architecture and Traffic Routing The Parties shall jointly engineer and configure Local/IntraLATA Trunks over the physical Interconnection arrangements as follows:

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