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SECTION 2Scope and Control
39 other sections not shown
AASHTO accordance with ASTM admixture Agency applied approved asphalt concrete backfill base batch binder calcium chloride Calif certificate Class coating cofferdams compacted comply compressive strength compressive strength tests conform to ASTM construction Contractor Contractor shall furnish crete curing damaged designated determined device diameter emulsified asphalt Engineer epoxy equipment excavation exceed fabric facilities feet fly ash gasket GEOTEXTILES grade grout inches inspection installed joint length less load manufacturer material maximum ment minimum mixer mixing mixture mortar operations pavement paving payment percent Percentage permitted piles placed Plans plant polyurethane pounds prior protection quantity reinforcement removed repaired requirements of ASTM sample sand seal sealant Shore durometer shown sieve specific gravity steel pipe storage storage silo structure subgrade surface TABLE temperature tensile strength Test Method Test Reports test specimens Testing Requirements tion Unless otherwise specified Viscosity weight welding width wire