Airfield Flexible Pavement - Mobilization Construction -

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Extra info for Airfield Flexible Pavement - Mobilization Construction - Engineering and Design (EM 1110-3-141)

Example text

Its maximum to dust. Refer to local main constituents are carbonates of calcium and magnesium. de specifications where availcial limerock deposits are located able in Florida Shell-Rock Shell-rock or marine limestone are deposits or hard, cemented shells. Deposits are located in the coastal areas of North and South Carolina Mechanically Stabilized Aggregate Crushed and uncrusbed coarse aggre- A blend of crushed and natural gate, fine aggregate, and binder materials processed to provide a dense graded mix.

Minimum CBR requirement is 60 at 100 percent compaction for layers following construction Liquid limit not to exceed 25; plasticity index not ·to exceed 5. Percentage of wear not to exceed 50. See EM 1110-3-137 . EM 1110-3-141 9 Apr 84 Table 5-2. ) 100-CBR Base 80-CBR Basel Surface Base Total Surface Base toEa! Florida limerock and mechanically stabilized aggregate permitted. U. S. Army Corps of Engineers 5-3 4 6 10 EM 1110-3-141 9 Apr 84 certification by the supplier that the materials meet the project specification whenever possible.

Coral is found in the reefs and inland deposits at atolls and islands in tropical regions. Caroline limestone, quarried from inland deposits and designated as quarry coral, is structurally soundest of the various coral materials available. Other types also useful for base material are reef coral and bank run coral. Cascajo or "gravelly coral" found as lagoon sediment at Guam, is also useful as base Reef coral is removed by blasting and dredging and is stockPiled ashore, prior to crushing and grading.

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