Specifications include, but are not limited to: CONCRETE PAVEMENT: The Contractor’s forces may be allowed on the concrete pavement when the concrete has reached a minimum age of 14 days, or when the concrete has reached a compressive strength of 3,000 psi (21 MPa) when tested in accordance with ASTM C 39 or by the maturity method per paragraph 15.e.; SEALING JOINTS: The Contractor shall furnish the Engineer, the manufacturer’s recommendations for mixing, application, and temperature restrictions of the sealer 7 days prior to work beginning. These recommendations shall be strictly followed. If hot pour sealer is used, in no case shall the temperature exceed the maximum heating temperature recommended by the manufacturer, nor shall the temperature fall below the minimum application temperature recommended by the manufacturer, during the application process. ; The joints shall be filled full depth as shown in the contract to 1/4 inch to 5/8 inch (3 mm to 6 mm) below the pavement surface. If hot pour type sealer is used, the application can begin when the minimum application temperature is attained. The joints shall be filled as shown in the contract through the use of a pressure type applicator equipped with a nozzle which will fit into the joints. ; SILT FENCE: This work consists of installing, maintaining, and removing the silt fence at locations shown in the contract and at locations as approved or determined by the Engineer. The installation, maintenance, and removal shall be in accordance with these Specifications, the special provisions, and the contract.;
