629.2(d) 629.3(a) System is to be crashworthy according to the 2016 AASHTO MASH. Proprietary end anchor terminals must have a determination by an ISO 17025 accredited testing laboratory stating that the end anchor terminal has either passed a full suite of tests or all critical crash tests per the MASH crash testing matrix and is compliant with the 2016 AASHTO MASH . End anchor terminal is to meet the following requirements:
• Test Level 3 (TL -3)
• Cross Slope = 10(H):1(V) or flatter
629.3CONSTRUCTION —
At a minimum, include the following in the shop drawings to cover all runs of high-tension cable barrier.
• General notes and construction specifications
• Height of each cable in the system from ground line and top of foundation
• Installation tolerances
• Post length and height of each post with respect to the ground level .
• Post spacing along entire length of system .
• Diameter and depth of line post foundations
• Detailed drawings of all posts, hardware, concrete, and reinforcement bars
• Maximum length between turnbuckles, not to exceed 1,100 feet .
• Minimum depth of the line post foundations, as specified in Section 629.3(b)6 .
• Minimum diameter of 12 inches for the line post foundations
Provide Form CS -4171, Certificate of Compliance, for the associated components of the entire high - tension cable barrier system. Include the breaking strength, modulus of elasticity, and amount of force used to elongate the wire rope.
the soil type. Prepare shop drawings as specified in Section 105.02(d). additional cost to the Department. At a minimum, include the following to cover all locations for end anchor terminals:
• Borings and Soil Testing.
ͦ Perform drilling by a prequalified geotechnical drilling contractor listed in Publication 222 . ͦ Prepare and deliver the boring inspection information according to Publication 222, Section 4.11 . ͦ Obtain each boring within 25 feet horizontally of each proposed end anchor terminal location. If two end anchor terminals are close