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ACI 117M 10:2010 Edition

ACI 117M 10:2010 Edition

$56.88

117M-10 Metric Specification for Tolerances for Concrete Construction and Materials and Commentary (Reapp 2015)

Published By Publication Date Number of Pages
ACI 2010 80
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Specification synopsis: This specification provides standard tolerances for concrete construction and materials. This document is intended to be used by specification writers and ACI committees writing standards as the reference document for establishing tolerances for concrete construction and materials. Commentary synopsis: This report is a commentary on the “Specifications for Tolerances for Concrete Construction and Materials (ACI 117M).” It is intended to be used with ACI 117M for clarity of interpretation and insight into the intent of the committee regarding the application of the tolerances set forth therein. Keywords: architectural concrete; concrete; construction; drilled piers; formwork; foundation; mass concrete; pier; precast concrete; prestressed concrete; reinforced concrete; reinforcement; specification; splice; tilt-up concrete; tolerances.

PDF Catalog

PDF Pages PDF Title
1 Cover
2 Copyright
4 CONTENTS
5 INTRODUCTION
7 SECTION 1—GENERAL REQUIREMENTS
1.1—Scope
1.2—Requirements
9 1.3—Definitions
13 1.4—Reference standards
15 SECTION 2—MATERIALS
2.1—Reinforcing steel fabrication andassembly
19 2.2—Reinforcement location
24 2.3—Placement of embedded items,excluding dowels in slabs-on-ground
25 2.4—Concrete batching
2.5—Concrete properties
27 SECTION 3—FOUNDATIONS
3.1—Deviation from plumb
28 3.2—Deviation from location
30 3.3—Deviation from elevation
3.4—Deviation from plane
31 3.5—Deviation from cross-sectionaldimensions of foundations
33 SECTION 4—CAST-IN-PLACE CONCRETE FOR BUILDINGS
4.1—Deviation from plumb
35 4.2—Deviation from location
36 4.3—Not used
4.4—Deviation from elevation
37 4.5—Deviation from cross-sectionaldimensions
39 4.6—Deviation from formed opening widthor height
4.7—Deviation from relative elevations orwidths for stairs
4.8—Deviation from slope or plane
46 4.9—Sawcut depth in slab-on-ground
47 SECTION 5—CAST-IN-PLACE CONCRETE AT INTERFACE WITHPRECAST CONCRETE (EXCEPT TILT-UP CONCRETE)
5.1—Deviation from elevation—cast-in-place concrete
49 5.2—Deviation from location—cast-in-place concrete
50 5.3—Deviation from dimension—cast-in-place concrete
51 5.4—Deviation from plane at bearingsurface—cast-in-place concrete measuredover length or width of bearing surface
53 SECTION 6—MASONRY
55 SECTION 7—CAST-IN-PLACE, VERTICALLY SLIPFORMEDBUILDING ELEMENTS
7.1—Deviation from plumb for buildingsand cores
7.2—Horizontal deviation
56 7.3—Cross-sectional dimensions
7.4—Openings through elements
7.5—Embedded plates
7.6—Deviation from plumb for slipformedand jumpformed silos
57 SECTION 8—MASS CONCRETE
8.1—Deviation from plumb
8.2—Horizontal deviation
8.3—Vertical deviation
8.4—Cross-sectional dimension
8.5—Deviation from plane
59 SECTION 9—CANAL LINING
9.1—Horizontal deviation
9.2—Vertical deviation
9.3—Cross-sectional dimensions
61 SECTION 10—MONOLITHIC WATER-CONVEYING TUNNELS,SIPHONS, CONDUITS, AND SPILLWAYS
10.1—Horizontal deviation
10.2—Vertical deviation
10.3—Cross-sectional dimensions
10.4—Deviation from plane
63 SECTION 11—CAST-IN-PLACE BRIDGES
11.1—Deviation from plumb
11.2—Horizontal deviation
11.3—Vertical deviation
11.4—Length, width, or depth of specifiedelements
64 11.5—Deviation from plane
11.6—Deck reinforcement cover
11.7—Bearing pads
65 SECTION 12—EXTERIOR PAVEMENTS AND SIDEWALKS
12.1—Horizontal deviation
12.2—Vertical deviation of surface
67 SECTION 13—CHIMNEYS AND COOLING TOWERS
13.1—Deviation from plumb
13.2—Outside shell diameter
13.3—Wall thickness
69 SECTION 14—CAST-IN-PLACE NONREINFORCED PIPE
14.1—Wall thickness
14.2—Pipe diameter
14.3—Offsets
14.4—Surface indentations
14.5—Grade and alignment
14.6—Concrete slump
71 SECTION 15—TILT-UP CONCRETE
15.1—Panel forming
15.2—Deviation from plumb
72 15.3—Deviation from elevation
15.4—Deviation from location
15.5—Deviation from slope or plane
73 15.6—Deviation from relative widths
75 NOTES TO SPECIFIER
77 FOREWORD TO CHECKLISTS

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