Compacting. Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, and all places not accessible to the roller, compact the material with approved tampers or compactors. Compact the aggregate using one of the following methods as specified:
Compacting. Delete the subsection and add the following: Add the following:
Compacting. Concrete test cubes shall be moulded by placing fresh concrete in the mould and compacted as specified in IS.516.
Compacting. 8. Grading. 9. Riprapping. 10. Topsoiling. 11. All related items necessary to complete the Work indicated or specified.
Compacting. THE HEADING AND FIRST PARAGRAPH UNDER SUBPART (1) ARE CHANGED TO:
Compacting. Compact the embankment using one of the following methods as specified.
Compacting. Compact as specified in 401.03.03.
Compacting. Delete and replace with the following:
Compaction A. Operate spreading and hauling equipment over the full width of the travelway.
Compacting. Use a tamping (sheepsfoot) roller to obtain the required density. Compact the mixture to a minimum of 95% of the combined materials dry density in a single lift. The compacted subgrade shall have uniform density and remain stable under construction traffic. Complete the compaction operations within 2 hours of mixing the cement into the pulverized material. Do not operate rollers in vibratory mode after 90 minutes from mixing the cement into the pulverized material. If any of these requirements are not satisfied, incorporate additional water and cement as directed by the Engineer and recompact and refinish the deficient areas.
Compacting. Water base sufficient to achieve compaction. Compact with steel wheel roller with compression on the rear wheels of approximately 325 pounds per linear inch of tire width, until relative compaction of a minimum of 95%, as determined by Test Method Number CA216, has been obtained over the entire thickness of base.