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707.11 Zinc - Coated (Galvanized) Corrugated Steel Pipe This pipe shall conform to
the requirements of AASHTO M 36/M 36M using steel sheet conform ing to AASHTO M 218.
707.14 Aluminum Alloy Structural Plate Pipe, Pipe Arches, Arch es, Box Culverts,
and Fasteners Plates for this pipe shall conform to the require ments of AASHTO M 219/M 219M. Bolts and nuts shall conform to the requirements of ASTM F 468M alloy 6061-T6 and F 467 alloy 6061-T6. SECTION 708 - PAINTS AND PRESERVATIVES
708.01 Exterior Ready Mixed Paint Exterior paint for wood str uctures should be a
good quality house paint approved by the Resident.
708.03 Pavement Marking Paint Paint for final and temporary p avement marking
shall meet the requirements of the Maine DOT Maintenance Fast-D ry Water-Based Traffic Paint on file at the Traffic Section in Augusta. Glass beads shall conform to the requirements of AASHTO M 247, Type I.
708.04 Tree Wound Paint Tree wound paint shall be an approved waterproof,
adhesive, and elastic paint, manufactured and customarily used for painting cuts on trees. It shall contain an antiseptic ingredient and be free from kerosen e, creosote, coal tar, or any other injurious material.
708.05 Timber Preservative Timber preservatives shall conform to the
requirements of AASHTO M 133 and AWPA Standard U1. All preserv atives shall meet the requirements of the US EPA regulations under the Feder al Insecticide, Fungicide and Rodenticide Act. SECTION 709 - REINFORCING STEEL AND WELDED STEEL WIRE FABRIC
709.01 Reinforcing Steel Reinfor cing steel, whether plain, gal vanized, epoxy coated, or
zinc and epoxy dual-coated, shall be deformed bars conforming t o the requirements of AASHTO M31 (ASTM A615). Bars shall be Grade 60 unless otherwis e specified on the Plans. Epoxy coated reinforcing st eel shall also conform to th e requirements of AASHTO M284 (ASTM A775). The requirement s of AASHTO M284 (ASTM A775), Sections 5.2.1, 5.3, 5.4, and 15.1 shall be mandatory. Zinc and epoxy dual-coat ed reinforcing steel shall conform to the requirements of ASTM A1055. Low-carbon, chromium, reinforcing steel shall be deformed bars conforming to the requirements of ASTM A1035. Bars shall be Grade 100 unless oth erwise specified on the Plans. Stainless Steel Reinforcement shall be deformed stainless stee l bars conforming to the requirements of ASTM A955. Bars shall be at a minimum Grade 60, unless otherwise specified on the Plans. The chemical composition shall conform to one of the types list ed