ACI 117 2010 RA2015 wERRATA20170627
$56.88
ACI SPEC-117-10: Specification for Tolerances for Concrete Construction and Materials (ACI 117-10) and Commentary-Reapproved 2015 with Errata as of June 27, 2017
| Published By | Publication Date | Number of Pages |
| ACI | 2010 | 80 |
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 “Specification for Tolerances for Concrete Construction and Materials (ACI 117).” It is intended to be used with ACI 117 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 |
|---|---|
| 3 | TITLE PAGE |
| 4 | CONTENTS |
| 5 | INTRODUCTION |
| 7 | SECTION 1—GENERAL REQUIREMENTS 1.1—Scope 1.2—Requirements |
| 9 | 1.3—Definitions |
| 13 | 1.4—Referenced standards |
| 15 | SECTION 2—MATERIALS 2.1—Reinforcing steel fabrication and assembly |
| 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-sectional dimensions offoundations |
| 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-sectional dimensions |
| 39 | 4.6—Deviation from formed opening width or height 4.7—Deviation from relative elevations or widths 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 WITH PRECAST 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 bearing surface—cast-inplaceconcrete measured over length or width ofbearing surface |
| 53 | SECTION 6—MASONRY |
| 55 | SECTION 7—CAST-IN-PLACE, VERTICALLY SLIPFORMED BUILDING ELEMENTS 7.1—Deviation from plumb for buildings and 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 slipformed and jumpformedsilos |
| 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 specified elements |
| 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 General notes |
| 77 | FORWORD TO CHECKLISTS MANDATORY REQUIREMENTS CHECKLIST |
| 78 | OPTIONAL REQUIREMENTS CHECKLIST |
Related products
-
ACI 117M 2010 RA2015 wERRATA20170627
ACI SPEC-117M-10: Specification for Tolerances for Concrete Construction and Materials (ACI 117-10) and Commentary (Metric)…
