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RH Test Hole Callout

#4
(09-26-2008, 09:40 AM)Ben Wrote:  I'm following the spec to put a test hole in the slab every 1000 sq ft after putting 3 test holes in the first 1000 sq ft. What is the rational for the 1000 sq ft callout?

Ben,
The rational for testing for every 1,000 s/f is; it represents the amount of concrete per truck load. A truck load of concrete will cover approximately 800 - 1,000 s/f 4-inches thick.
Regards
Rayt
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Messages In This Thread
RH Test Hole Callout - Ben - 09-26-2008, 09:40 AM
RE: RH Test Hole Callout - rthompson - 09-26-2008, 01:58 PM
RE: RH Test Hole Callout - CMoore - 10-27-2008, 08:21 AM
RE: RH Test Hole Callout - rthompson - 11-04-2008, 10:03 AM

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