I'm about to replace an older RR tie retaining wall with a poured concrete wall. The new wall be about 12' high for about 20' then turn 90 degrees and taper up hill for 40' to a final height of about 2'. The virgin soil is compacted clay and rock. There will be a proper footing, at least 4 dead men, multiple weep holes and plenty of steel in the concrete. The backfill will be 2" clean rock. Occasionally a car will park on the backfilled area for a few hours at a time.
Some of the contractors are bidding an 8" thick wall, others a 10" wall and one a 12" wall. I realize more is better, but the cost goes up dramatically with each 2" increase in thickness. Will an 8" wall be sufficient?
Some of the contractors are bidding an 8" thick wall, others a 10" wall and one a 12" wall. I realize more is better, but the cost goes up dramatically with each 2" increase in thickness. Will an 8" wall be sufficient?
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