117-10 Specification for Tolerances for Concrete Construction and Materials (ACI 117-10) and Commentary-Reapproved 2015

117-10 Specification for Tolerances for Concrete Construction and Materials (ACI 117-10) and Commentary-Reapproved 2015

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Description

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.

Document Details

Author: ACI Committee 117

Publication Year: 2010

Pages: 76.00

ISBN: 9780870313790

Categories: Specifications, Tolerances

Formats: Printed Document or Protected PDF/Web View

Table of Contents

Introduction

Section 1—General requirements

1.1—Scope

1.2—Requirements

1.3—Definitions

1.4—Referenced standards

Section 2—Materials

2.1—Reinforcing steel fabrication and assembly

2.2—Reinforcement location

2.3—Placement of embedded items, excluding dowels in slabs-on-ground

2.4—Concrete batching

2.5—Concrete properties

Section 3—Foundations

3.1—Deviation from plumb

3.2—Deviation from location

3.3—Deviation from elevation

3.4—Deviation from plane

3.5—Deviation from cross-sectional dimensions of foundations

Section 4—Cast-in-place concrete for buildings

4.1—Deviation from plumb

4.2—Deviation from location

4.3—Not used

4.4—Deviation from elevation

4.5—Deviation from cross-sectional dimensions

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

4.9—Sawcut depth in slab-on-ground

Section 5—Cast-in-place concrete at interface with precast concrete (except tilt-up concrete)

5.1—Deviation from elevation—cast-in-place concrete

5.2—Deviation from location—cast-in-place concrete

5.3—Deviation from dimension—cast-in-place concrete

5.4—Deviation from plane at bearing surface—cast-inplace concrete measured over length or width of bearing surface

Section 6—Masonry

This section has been removed.

Section 7—Cast-in-place, vertically slipformed building elements

7.1—Deviation from plumb for buildings and cores

7.2—Horizontal deviation

7.3—Cross-sectional dimensions

7.4—Openings through elements

7.5—Embedded plates

7.6—Deviation from plumb for slipformed and jumpformed silos

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

Section 9—Canal lining

9.1—Horizontal deviation

9.2—Vertical deviation

9.3—Cross-sectional dimensions

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

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

11.5—Deviation from plane

11.6—Deck reinforcement cover

11.7—Bearing pads

Section 12—Exterior pavements and sidewalks

12.1—Horizontal deviation

12.2—Vertical deviation of surface

Section 13—Chimneys and cooling towers

13.1—Deviation from plumb

13.2—Outside shell diameter

13.3—Wall thickness

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

Section 15—Tilt-up concrete

15.1—Panel forming

15.2—Deviation from plumb

15.3—Deviation from elevation

15.4—Deviation from location

15.5—Deviation from slope or plane

15.6—Deviation from relative widths

Notes to Specifier

General notes

Foreword to checklists

Mandatory Requirements Checklist

Optional Requirements Checklist

ERRATA INFO

Any applicable errata are included with individual documents at the time of purchase. Errata are not included for collections or sets of documents such as the Manual of Concrete Practice (MCP). For a listing of and access to all product errata, visit the Errata page.

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