{"id":165864,"date":"2024-10-19T10:04:16","date_gmt":"2024-10-19T10:04:16","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-117-10\/"},"modified":"2024-10-25T02:23:52","modified_gmt":"2024-10-25T02:23:52","slug":"aci-117-10","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-117-10\/","title":{"rendered":"ACI 117 10"},"content":{"rendered":"
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 \u201cSpecification for Tolerances for Concrete Construction and Materials (ACI 117).\u201d 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.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
2<\/td>\n | Copyright <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | CONTENTS <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | INTRODUCTION <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | SECTION 1\u2014GENERAL REQUIREMENTS 1.1\u2014Scope 1.2\u2014Requirements <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 1.3\u2014Definitions <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 1.4\u2014Reference standards <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | SECTION 2\u2014MATERIALS 2.1\u2014Reinforcing steel fabrication andassembly <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 2.2\u2014Reinforcement location <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 2.3\u2014Placement of embedded items,excluding dowels in slabs-on-ground <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 2.4\u2014Concrete batching 2.5\u2014Concrete properties <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | SECTION 3\u2014FOUNDATIONS 3.1\u2014Deviation from plumb <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 3.2\u2014Deviation from location <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 3.3\u2014Deviation from elevation 3.4\u2014Deviation from plane <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 3.5\u2014Deviation from cross-sectionaldimensions of foundations <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | SECTION 4\u2014CAST-IN-PLACE CONCRETE FOR BUILDINGS 4.1\u2014Deviation from plumb <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 4.2\u2014Deviation from location <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | 4.3\u2014Not used 4.4\u2014Deviation from elevation <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 4.5\u2014Deviation from cross-sectionaldimensions <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 4.6\u2014Deviation from formed opening widthor height 4.7\u2014Deviation from relative elevations orwidths for stairs 4.8\u2014Deviation from slope or plane <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | SECTION 5\u2014CAST-IN-PLACE CONCRETE AT INTERFACE WITHPRECAST CONCRETE (EXCEPT TILT-UP CONCRETE) 5.1\u2014Deviation from elevation\u2014cast-in-place concrete <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | 5.2\u2014Deviation from location\u2014cast-in-place concrete <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | 5.3\u2014Deviation from dimension\u2014cast-in-place concrete <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | 5.4\u2014Deviation from plane at bearingsurface\u2014cast-in-place concrete measuredover length or width of bearing surface <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | SECTION 6\u2014MASONRY <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | SECTION 7\u2014CAST-IN-PLACE, VERTICALLY SLIPFORMEDBUILDING ELEMENTS 7.1\u2014Deviation from plumb for buildingsand cores 7.2\u2014Horizontal deviation <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | 7.3\u2014Cross-sectional dimensions 7.4\u2014Openings through elements 7.5\u2014Embedded plates 7.6\u2014Deviation from plumb for slipformedand jumpformed silos <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | SECTION 8\u2014MASS CONCRETE 8.1\u2014Deviation from plumb 8.2\u2014Horizontal deviation 8.3\u2014Vertical deviation 8.4\u2014Cross-sectional dimension 8.5\u2014Deviation from plane <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | SECTION 9\u2014CANAL LINING 9.1\u2014Horizontal deviation 9.2\u2014Vertical deviation 9.3\u2014Cross-sectional dimensions <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | SECTION 10\u2014MONOLITHIC WATER-CONVEYING TUNNELS,SIPHONS, CONDUITS, AND SPILLWAYS 10.1\u2014Horizontal deviation 10.2\u2014Vertical deviation 10.3\u2014Cross-sectional dimensions 10.4\u2014Deviation from plane <\/td>\n<\/tr>\n | ||||||
63<\/td>\n | SECTION 11\u2014CAST-IN-PLACE BRIDGES 11.1\u2014Deviation from plumb 11.2\u2014Horizontal deviation 11.3\u2014Vertical deviation 11.4\u2014Length, width, or depth of specifiedelements <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | 11.5\u2014Deviation from plane 11.6\u2014Deck reinforcement cover 11.7\u2014Bearing pads <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | SECTION 12\u2014EXTERIOR PAVEMENTS AND SIDEWALKS 12.1\u2014Horizontal deviation 12.2\u2014Vertical deviation of surface <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | SECTION 13\u2014CHIMNEYS AND COOLING TOWERS 13.1\u2014Deviation from plumb 13.2\u2014Outside shell diameter 13.3\u2014Wall thickness <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | SECTION 14\u2014CAST-IN-PLACE NONREINFORCED PIPE 14.1\u2014Wall thickness 14.2\u2014Pipe diameter 14.3\u2014Offsets 14.4\u2014Surface indentations 14.5\u2014Grade and alignment 14.6\u2014Concrete slump <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | SECTION 15\u2014TILT-UP CONCRETE 15.1\u2014Panel forming 15.2\u2014Deviation from plumb <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | 15.3\u2014Deviation from elevation 15.4\u2014Deviation from location 15.5\u2014Deviation from slope or plane <\/td>\n<\/tr>\n | ||||||
73<\/td>\n | 15.6\u2014Deviation from relative widths <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | NOTES TO SPECIFIER <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | FOREWORD TO CHECKLISTS <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" 117-10 Specification for Tolerances for Concrete Construction and Materials (ACI 117-10) and Commentary-Reapproved 2015<\/b><\/p>\n |