Consider the following six specifications. For each identify if they are method, performance-related endresult or performance specifications and state why. a. The elastomer sealant must comply with the requirements shown in the following table: b.51â1.03E(7)Drains in Walls Where shown, construct drain holes and weep holes in abutment walls, wingwalls, and retaining walls, Cover retaining wall and abutment wall drains at the back face of the wall with1/4-inch mesh,0.025-inch diameter aluminum or galvanized steel wire hardware cloth. Mount hardware cloth in forms before pouring concrete or fasten the cloth to the exterior concrete surface with masonry nails. In addition to wall drains, install hydrostatic pressure relief holes 3 inches in diameter at the bottom of walls immediately above footings at approximately 15 -foot centers. c.95%of the ten in-place density measurements taken per 1,000 ton lot of asphalt concrete must be above 92%of the mean maximum mix density found by the Engineer. d. All segments of the road in the network with a roughness greater than 100 inches/mile as measured by the state standard test method for International Roughness Index will be restored to a roughness of less than 100 inches/mile by the contractor within two months after completion of the annual roughness survey during the course of the five year contract period. e. Section 55-1.02E(1) applies to work performed at the source and at the job site. Cut and fabricate steel plates for flanges, eyebars, hanger plates, and splice plates for flanges and eyebars such that the primary direction of rolling is parallel to the direction of the main tensile or compressive stress in the member. Mechanically cut edges must be clean cut without torn or ragged edges. Ends of girder stiffeners shown as tight-fit must bear on the girder flange with at least point bearing. Local clearances between the end of the stiffener and the girder flange must be at most1/16inch. f. SAMPLING AND TESTING OF HIGH-STRENGTH STRUCTURAL BOLTS, NUTS AND WASHERS: 2019 CBC Projects requiring the installation of 1,600 or more fastener assemblies of a type of bolt: sample identifiable fastener assemblies at a rate of one per 1,200 (or fraction thereof) but not less than three complete fastener assemblies for each type of bolt to be installed in the project. All testing of high-strength bolts, nuts and washers shall be conducted by a laboratory evaluated and approved specifically for that purpose by DSA. Testing shall be conducted in accordance with ASTM F606 as follows: - Bolts (ASTM F3125): Proof load, wedge tension and hardness. Lots will be rejected if any sampled bolts fail specified properties. Test reports shall be provided and distributed in accordance with the California Administrative Code, Section 4-335(d) and (e). A sample test report form DSA 208: High Strength Bolt Test Report is available on DSA's website.