{"id":463802,"date":"2024-10-20T10:30:46","date_gmt":"2024-10-20T10:30:46","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-117m-2010-ra2015-werrata20170627\/"},"modified":"2024-10-26T19:23:40","modified_gmt":"2024-10-26T19:23:40","slug":"aci-117m-2010-ra2015-werrata20170627","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-117m-2010-ra2015-werrata20170627\/","title":{"rendered":"ACI 117M 2010 RA2015 wERRATA20170627"},"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 Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
4<\/td>\nCONTENTS <\/td>\n<\/tr>\n
5<\/td>\nINTRODUCTION
\n <\/td>\n<\/tr>\n
7<\/td>\nSECTION 1\u2014GENERAL REQUIREMENTS
1.1\u2014Scope
1.2\u2014Requirements <\/td>\n<\/tr>\n
9<\/td>\n1.3\u2014Definitions <\/td>\n<\/tr>\n
13<\/td>\n1.4\u2014Referenced standards <\/td>\n<\/tr>\n
15<\/td>\nSECTION 2\u2014MATERIALS
\n
2.1\u2014Reinforcing steel fabrication and assembly <\/td>\n<\/tr>\n
19<\/td>\n2.2\u2014Reinforcement location <\/td>\n<\/tr>\n
24<\/td>\n2.3\u2014Placement of embedded items, excluding dowels in slabs-on-ground <\/td>\n<\/tr>\n
25<\/td>\n2.4\u2014Concrete batching
2.5\u2014Concrete properties <\/td>\n<\/tr>\n
27<\/td>\nSECTION 3\u2014FOUNDATIONS
\n
3.1\u2014Deviation from plumb <\/td>\n<\/tr>\n
28<\/td>\n3.2\u2014Deviation from location <\/td>\n<\/tr>\n
30<\/td>\n3.3\u2014Deviation from elevation
3.4\u2014Deviation from plane <\/td>\n<\/tr>\n
31<\/td>\n3.5\u2014Deviation from cross-sectional dimensions offoundations <\/td>\n<\/tr>\n
33<\/td>\nSECTION 4\u2014CAST-IN-PLACE CONCRETE FOR BUILDINGS
\n
4.1\u2014Deviation from plumb <\/td>\n<\/tr>\n
35<\/td>\n4.2\u2014Deviation from location <\/td>\n<\/tr>\n
36<\/td>\n4.3\u2014Not used
4.4\u2014Deviation from elevation <\/td>\n<\/tr>\n
37<\/td>\n4.5\u2014Deviation from cross-sectional dimensions <\/td>\n<\/tr>\n
39<\/td>\n4.6\u2014Deviation from formed opening width or height
4.7\u2014Deviation from relative elevations or widths for stairs
4.8\u2014Deviation from slope or plane <\/td>\n<\/tr>\n
46<\/td>\n4.9\u2014Sawcut depth in slab-on-ground <\/td>\n<\/tr>\n
47<\/td>\nSECTION 5\u2014CAST-IN-PLACE CONCRETE AT INTERFACE WITH PRECAST CONCRETE (EXCEPT TILT-UP CONCRETE)
\n
5.1\u2014Deviation from elevation\u2014cast-in-place concrete <\/td>\n<\/tr>\n
49<\/td>\n5.2\u2014Deviation from location\u2014cast-in-place concrete <\/td>\n<\/tr>\n
50<\/td>\n5.3\u2014Deviation from dimension\u2014cast-in-place concrete <\/td>\n<\/tr>\n
51<\/td>\n5.4\u2014Deviation from plane at bearing surface\u2014cast-inplaceconcrete measured over length or width ofbearing surface <\/td>\n<\/tr>\n
53<\/td>\nSECTION 6\u2014MASONRY
\n <\/td>\n<\/tr>\n
55<\/td>\nSECTION 7\u2014CAST-IN-PLACE, VERTICALLY SLIPFORMED BUILDING ELEMENTS
\n
7.1\u2014Deviation from plumb for buildings and cores
7.2\u2014Horizontal deviation <\/td>\n<\/tr>\n
56<\/td>\n7.3\u2014Cross-sectional dimensions
7.4\u2014Openings through elements
7.5\u2014Embedded plates
7.6\u2014Deviation from plumb for slipformed and jumpformedsilos <\/td>\n<\/tr>\n
57<\/td>\nSECTION 8\u2014MASS CONCRETE
\n
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>\nSECTION 9\u2014CANAL LINING
\n
9.1\u2014Horizontal deviation
9.2\u2014Vertical deviation
9.3\u2014Cross-sectional dimensions <\/td>\n<\/tr>\n
61<\/td>\nSECTION 10\u2014MONOLITHIC WATER-CONVEYING TUNNELS, SIPHONS, CONDUITS, AND SPILLWAYS
\n
10.1\u2014Horizontal deviation
10.2\u2014Vertical deviation
10.3\u2014Cross-sectional dimensions
10.4\u2014Deviation from plane <\/td>\n<\/tr>\n
63<\/td>\nSECTION 11\u2014CAST-IN-PLACE BRIDGES
\n
11.1\u2014Deviation from plumb
11.2\u2014Horizontal deviation
11.3\u2014Vertical deviation
11.4\u2014Length, width, or depth of specified elements <\/td>\n<\/tr>\n
64<\/td>\n11.5\u2014Deviation from plane
11.6\u2014Deck reinforcement cover
11.7\u2014Bearing pads <\/td>\n<\/tr>\n
65<\/td>\nSECTION 12\u2014EXTERIOR PAVEMENTS AND SIDEWALKS
\n
12.1\u2014Horizontal deviation
12.2\u2014Vertical deviation of surface <\/td>\n<\/tr>\n
67<\/td>\nSECTION 13\u2014CHIMNEYS AND COOLING TOWERS
\n
13.1\u2014Deviation from plumb
13.2\u2014Outside shell diameter
13.3\u2014Wall thickness <\/td>\n<\/tr>\n
69<\/td>\nSECTION 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>\nSECTION 15\u2014TILT-UP CONCRETE
\n
15.1\u2014Panel forming
15.2\u2014Deviation from plumb <\/td>\n<\/tr>\n
72<\/td>\n15.3\u2014Deviation from elevation
15.4\u2014Deviation from location
15.5\u2014Deviation from slope or plane <\/td>\n<\/tr>\n
73<\/td>\n15.6\u2014Deviation from relative widths <\/td>\n<\/tr>\n
75<\/td>\nNOTES TO SPECIFIER
\n
General notes <\/td>\n<\/tr>\n
77<\/td>\nFORWORD TO CHECKLISTS
\n
MANDATORY REQUIREMENTS CHECKLIST
\n <\/td>\n<\/tr>\n
78<\/td>\nOPTIONAL REQUIREMENTS CHECKLIST
\n <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ACI SPEC-117M-10: Specification for Tolerances for Concrete Construction and Materials (ACI 117-10) and Commentary (Metric) -Reapproved 2015 with Errata as of June 27, 2017<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2010<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":463808,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-463802","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aci","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/463802","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/463808"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=463802"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=463802"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=463802"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}