Surface Course Clause Samples
Surface Course. The Material placed on the Base Course or Subgrade to enhance traction, distribute concentrated wheel loads and resist abrasion and the effects of climate. Surface Course may be referred to as surfacing. Traveled Way. That portion of Roadway, excluding Shoulders, used for the movement of vehicles.
Surface Course. The material placed on base course or subgrade primarily to resist abrasion and the effects of climate. Surface course may be referred to as surfacing.
Surface Course. The Material placed on Base Course or Subgrade primarily to resist abrasion and the effects of climate. Surface Course may be referred to as surfacing. 800-1.25 - Surface Treatment Plan. A table which lists the roads and surface treatments to be applied. 800-1.26 - Traveled Way. That portion of Roadway, excluding Shoulders, used for the movement of vehicles. 800-1.27 - Turnouts. That portion of the Traveled Way constructed as additional width on single lane roads to allow for safe passing of vehicles. 800-1.28 - Water Source. A place designated on the Road Maintenance Map for acquiring water for road maintenance purposes.
Surface Course. The Material placed on Base Course or Subgrade primarily to resist abrasion and the effects of climate. Surface Course may be referred to as surfacing. 800-1.25 - Surface Treatment Plan. A table which lists the roads and surface treatments to be applied. 800-1.26 - Traveled Way. That portion of Roadway, excluding Shoulders, used for the movement of vehicles.
Surface Course. The surface course for all roadways utilizing flexible pavement design shall be a minimum of four (4) inches of asphaltic concrete pavement.
Surface Course. One or more layers of specified material of designed thickness at the top of the pavement structure.
Surface Course i. A surface course of ½” nominal thickness shall be constructed on the membrane, using the double straightedge course method.
ii. The mix for the straightedge application shall be a combination of aggregate, AC filler coat binder, cement, or limestone dust and sufficient water to make a workable free flowing mix. Aggregate shall meet gradations in Section I. Either a concrete or motor mechanical mixer can accomplish mixing.
iii. Material screeds where required shall be placed so that they are not over joints in the base course. The material shall be accurately screeded to grade.
iv. The mix shall be placed, struck off, cured, smoothed and rolled.
Surface Course. Delete: The surface course shall be bituminous concrete consisting of crushed stone, crushed slag, or crushed gravel and the fine aggregate, slag or stone screenings, or combination thereof, combined with asphalt, cement, resulting in a mixture of Type SM-2A in conformance with Section 211 of VDOT Specifications. Add: The surface course shall be bituminous concrete consisting of crushed stone, crushed slag, or crushed gravel and the fine aggregate, slag or stone screenings, or combination thereof, combined with asphalt, cement, resulting in a mixture of Type SM-9.5A in conformance with Section 211 of VDOT Specifications.
Surface Course. The Material placed on Base Course or Subgrade primarily to resist abrasion and the effects of climate. Surface Course may be referred to as surfacing. 800-1.25 - Surface Treatment Plan. A table which lists the roads and surface treatments to be applied. 800-1.26 - Traveled Way. That portion of Roadway, excluding Shoulders, used for the movement of vehicles. 800-1.27 - Turnouts. That portion of the Traveled Way constructed as additional width on single lane roads to allow for safe passing of vehicles. 800-1.28 - Water Source. A place designated by the Contracting Officer for acquiring water for road maintenance purposes. 800-1.29 - Waterbar. A dip in the Roadbed which intercepts surface runoff and diverts the water off the Roadway. A Waterbar is not designed to be traversable by logging trucks.