Specifications include, but are not limited to: This item shall consist of monolithic concrete sidewalks and ADA accessible sidewalk ramps, curbs, and or the replacement or extension of existing sidewalks damaged or removed by construction under other work of this contract. They shall be constructed on a gravel or reclaimed miscellaneous aggregate base course in the locations and to the dimensions and details shown on the plans or as ordered by the Engineer and in accordance with these specifications. CONCRETE: Materials for this work shall conform to the requirements of Article M.03.01 of Form 816. Sidewalks, pedestrian ramps, and curb shall be Class "F" Concrete. Concrete shall have a minimum compressive strength of 4,000 psi at 28 days. EXPANSION JOINT: Performed Expansion Joint Filler shall comply with the provisions of ASTM D 1751 (AASHTO M 213). ADMIXTURES: Air-entraining admixtures shall conform to Article M.03.01 of the Standard Specifications. GRAVEL: Gravel for the base course shall conform to Article M.02.01 of the Standard Specifications for gravel fill. REINFORCEMENT: Reinforcement where indicated on the Contract Drawings shall conform to the requirements of Article M.06.01 of the Standard Specifications. EPOXY: Epoxy for dowels shall be Hilti H-150, or approved equal BONDING AGENT: Bonding agent on saw cut surfaces shall be Sika Armatcc 110 bonding or approved equal.
