New PDF release: ACI 117-10: Specification for Tolerances for Concrete

By ACI Committee 117

ISBN-10: 0870313797

ISBN-13: 9780870313790

His specification offers normal tolerances for concrete development and fabrics. This rfile is meant for use through specification writers and ACI committees writing criteria because the reference rfile for setting up tolerances for concrete building and fabrics.

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Additional resources for ACI 117-10: Specification for Tolerances for Concrete Construction and Materials and Commentary

Example text

2 At the time the document was prepared, no nationally accepted specification has been developed to govern evaluation of a floor surface using this procedure; therefore, minimum sampling requirements have been established in this section. The Specifier may provide alternative procedures as long as specific testing requirements and acceptance criteria are established. Test results should be reported in a manner that will allow the data to be verified or the test to be replicated. 1; the manual straightedge approach does not directly measure levelness.

1/4 in. 1 Individual corbels .............................. ±3/8 in. 2 Walls, where specified width is 12 in. or less ...................................................................... +3/8 in. –1/4 in. More than 12 in. but not more than 36 in. +1/2 in. –3/8 in. More than 36 in. +1 in. –3/4 in. 1 Up to ±1/3 of the joint width and not to exceed ±1/2 in. 2 Variation in width over any 10 ft portion of the joint length or the full length if less than 10 ft ....................................................................

Fig. 2—Vertical deviation. 1 Top surface of slabs Slabs-on-ground............................................... ±3/4 in. 3. In situations where this procedure may result in unsatisfactory slab elevations (for example, unshored beams that deflect or supporting steel or precast set with large deviations from specified elevation), the Architect/Engineer should specify, or the contractors involved should agree on, a satisfactory procedure. The concrete flooring contractor cannot control elevations of steel or precast concrete members upon which concrete slabs are cast.

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ACI 117-10: Specification for Tolerances for Concrete Construction and Materials and Commentary by ACI Committee 117


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