Specifications include, but are not limited to: Provide all labor, materials, equipment, traffic control and incidentals necessary to crack seal 25.4 miles of road on route S223N. Average roadway width is 28 feet. All new cracks, both transverse and longitudinal, shall be routed ¾” x ¾” and sealed per the special provisions. All cracks must be squeegeed.; Contractor shall provide all labor, equipment, materials, incidentals, and traffic control necessary to produce, haul, place, roll and broom approximately 420,523 square yards of laid-in-place chip seal. The chip seal will be approximately 25.4 miles long and 28 feet wide. Contractor shall provide CRS-2P asphalt emulsion and Type 1 chips. Traffic control with pilot cars must be maintained until dusk or fading light each workday as determined by the Project Manager. Contractor must provide enough pilot cars to keep traffic stops to a maximum of 15 minutes. The emulsion application rate for chip seals is estimated at .41 gallons per square yard. The cover material application rate is estimated at 25 pounds per square yard. Actual application rates will be based on the chip design and the actual field adjustments. If the cover material application rate of 25 pounds per square yard, is not sufficient to provide a quality job, the Project Managers will jointly determine what the new application rate should be. Contractor must furnish a water truck for dust control and wetting of chips. Arrangements must be made by the Contractor for acquiring water for wetting and sweeping. It will be the responsibility of the Contractor to determine the centerline and place reflective tabs prior to the chip seal. The Department will provide final striping. Immediately after sweeping Contractor shall provide CSS-1H asphalt emulsion diluted at a ratio of 60% oil and 40% water diluted at the supplier. Apply the fog seal at an estimated application rate of .15 gallons per square yard. If the application rate is not sufficient to provide a quality job, the Project Managers will jointly determine what the new application rate should be. All traffic must be kept off of the fog seal until it has cured sufficiently to prevent traffic from tracking the emulsion as determined by the Project Manager. This time is estimated to be approximately 45 to 60 minutes. The Department will provide final striping.