603.2(a) 603.3(a) not less than 6,000 pounds, for thicknesses gage 8 and lighter, with all individual plates not below the theoretical weights by more than 10%.
1.c Section 17.1, Inspection. Inspect mill and factory base metal when required, according to AASHTO M 36. Test the weight of the spelter coating, according to AASHTO T 65.
an itemized statement showing the number, size, and certified chemical analysis of the plates in each shipment. A plate will be rejected if it:
• fails to meet specifications,
• shows defective workmanship, or
• has a bruised or broken spelter coat.
• Class A Cement Concrete . Section 704
• Cement Concrete for Miscellaneous Drainage . Section 704
• Reinforcement . Section 709.3
• Coarse Aggregate . Section 703.2
• Selected Borrow Excavation . Structure Backfill. As shown on the Standard Drawings
• Structural Steel . Section 1105.02(a)2
• Emulsified Asphalt Class RS -1 or CRS -1 (Mop Coat on Concrete Paving) . Section 702
• Asphalt Coating . AASHTO M 243. Certify as specified in Section 106.03(b)3
• Asphalt Material . (For sealing the groove, metal bearing channel or angle or arches, as required.) Class BF -1 Asphalt Cement, Section 702
• Hook Bolts . Section 1105.02(d). Certify as specified in Section 106.03(b)3
• Metal Bearing Materials . AASHTO M 183/M 183M, galvanized as specified in Section 1105.02(s) (AASHTO M 232). Certify as specified in Section 106.03(b)3
• Curing and Protective Covers . Section 711.1
603.3CONSTRUCTION —
the proposed joint design on the drawings. Inspect metal plate culverts as specified in Section 601.3(n) and provide remediation as specified in
603.3(b) 603.3(c) unless an alternate method from the manufacturer is accepted:
Drawings . Place plates “shingle -wise” to allow water to flow over, not against, the edges of plates, except for haunch plates for pipe -arches. Haunch plates may require placement inside or outside of adjacent haunch plates. When indicated, place washers under nuts . Use sufficient bolts to hold plates of the pipe or pipe-arch in position until the structure is completed. Place the bottom two rows of bolts w