trench encasement, backfill, compaction Flashcards
Class ? concrete is normally used for conduit base or top protection.
2A
Class 2 concrete is normally used for trench encasement and should have a compressive strength at ? seven days after the pour.
2,000 psi
The type of Portland cement that may be used during low temperatures is ?
high early strength
Rebar is never used to reinforce an encasement because it will interfere with the electromagnetic field around the cables.
false
According to this lesson, stones with a dimension of ? or more should be removed from the material that is to be used as backfill.
3”
Backfilling and tamping alongside conduits should be performed in ? thick layers until level with the top of the conduit or duct configurations.
2”
Mechanical compaction of a trench should not be started until the conduit configurations have been covered with at least ? of hand-tamped backfill.
12”
Because the weight of soil and the possibility of collapsing conduits, backfill should not be allowed to “freefall” more than ? as the trench is being filled.
24”
If no mechanical equipment is available to compact the soil in a trench, water compaction is a quick and easy way to ensure the soil is properly compacted.
false
If a trench is to be exposed to traffic, and where the pavement will be placed directly on the compacted backfill, the backfill should be compacted to ? relative compaction and the top six inches should be compacted to ? relative compaction.
90% / 95%
Dozers and loaders should not be used to compact the soil unless the conduit or encasements have ? or more of soil cover.
5’
When it is necessary to work the concrete between and around closely spaced units, the concrete that is normally used for encasements is Class ?
2B
When it is necessary to remove forms and open structures to traffic after the concrete has been poured, ? Portland cement should be used.
high early strength
Sulfate-resisting Portland cement can withstand exposure to severe ? conditions in the soil.
alkali
Conduit is subject to temperature rise as the concrete cures. The temperature rise may cause the conduit to expand slightly and this is compensated for by pouring the concrete ?
from the center of the run