6-4 BACKFILL ENVELOPE CONSTRUCTION
Mechanical Compaction Equipment
Hand Tampers and Hand-Held Power Tampers: Compacting the haunching layer
may require a small tamping mechanism to obtain the specified compaction
in a confined area. A hand-held pole or two-by-four can be used to compact
the haunching. Tampers for horizontal layers should not weigh more than
twenty pounds (89N) and the tamping face should be limited to an area
no larger than 6" by 6" (0.15 by 0.15m).
Rammers or rammer plates (Figure 6-3) use an impact action to force out
air and water from between soil particles to consolidate the fill. This
equipment works well on cohesive or high-clay content soils. Care should
be taken not to use rammer-type compactors directly on the pipe.
Static Compactors (Figure 6-4): Consolidation with static compactors
occurs as a result of the rolling weight of the equipment itself. Sheeps-foot
rollers employ projecting feet to concentrate the weight of the machine.
Static compactors are most valuable when used on non-cohesive backfill
away from the pipe. Other methods of compaction should be used near the
pipe.
Vibrating Compactors (Figure 6-5): The motion of vibrating rollers or
plates shake the soil particles into a more dense arrangement
and work best with non-cohesive fills. Depending on the size and weight
of the machine, vibrating compactors may be used close to the pipe. As
always, care should be taken not to impact the pipe directly with a great
deal of force.
Figure 6-5 Vibrating Compactors
Selecting the right equipment for the fill material is the key to achieving
the most efficient compaction. For soil mixtures, the component having
the highest percentage will dictate what type of compaction equipment
is needed. Table 6-3 guides in the selection of compaction equipment.
Table 6-3 Compaction Equipment Selection Guide
BACKFILL ENVELOPE CONSTRUCTION
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