Review for test 1 - 3. Volume of special excavation for...

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Rinker School of Building Construction University of Florida BCN 5618 C – Comprehensive Estimating Review for Test 1 For Lake Shore Association Commercial Building (see attached drawings – 10 pages) find the following: 1. Volume of topsoil to be stripped for building only (5’ beyond the building when possible - topsoil is 6” thick) 2. Volume of general excavation. Provide 1’ workspace beyond the exterior walls and sloped excavation on north and east sides (angle of repose = 60 degrees – Existing Elevation is 10’ above the top of footing)
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Unformatted text preview: 3. Volume of special excavation for exterior and interior strip footings. Assume 46 of 2.5 wide and 65 of 1.67 wide interior footings (provide 3 additional space on each side for formwork). 4. Volume of backfill 5. Number of 12-cy truck load to be hauled away. Swell factor = 15% and shrinkage factor is 95%. 6. Volume of concrete, area of formwork, and tonnage of rebar for strip footings (exterior and interior). 7. Volume of concrete, area of formwork, and tonnage of rebar for exterior walls....
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This note was uploaded on 08/29/2011 for the course BCN 6518 taught by Professor Chini during the Spring '11 term at University of Florida.

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