{"id":160851,"date":"2024-10-19T09:39:43","date_gmt":"2024-10-19T09:39:43","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-355-4m-11\/"},"modified":"2024-10-25T01:58:24","modified_gmt":"2024-10-25T01:58:24","slug":"aci-355-4m-11","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-355-4m-11\/","title":{"rendered":"ACI 355.4M 11"},"content":{"rendered":"

This standard prescribes testing programs and evaluation requirements for post-installed adhesive anchors intended for use in concrete under the design provisions of ACI 318. Testing and assessment criteria are provided for various conditions of use, including seismic loading; sustained loading; aggressive environments; reduced and elevated temperatures; and for determining whether anchors are acceptable for use in uncracked concrete only, or acceptable for service both in cracked and uncracked concrete. Criteria are provided for establishing the characteristic bond strength, reductions for adverse conditions, and the anchor category and associated job-site quality control requirements. Keywords: adhesive anchors; cracked concrete; fasteners; post-installed anchors; qualification procedures; uncracked concrete.<\/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\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
3<\/td>\nCONTENTS <\/td>\n<\/tr>\n
5<\/td>\nCHAPTER 1\u2014 INTRODUCTION
1.1\u2014 Introduction
R1.1
1.2\u2014Scope
R1.2
1.2.1
R1.2.1
1.2.2
1.2.3
R1.2.3 <\/td>\n<\/tr>\n
6<\/td>\n1.2.4
R1.2.4
1.2.5
R1.2.5
1.2.6 <\/td>\n<\/tr>\n
7<\/td>\nR1.2.6
1.3\u2014Units of measurement
CHAPTER 2\u2014 NOTATION AND DEFINITIONS
2.1\u2014 Notation <\/td>\n<\/tr>\n
10<\/td>\n2.2\u2014Definitions <\/td>\n<\/tr>\n
13<\/td>\nCHAPTER 3\u2014 GENERAL REQUIREMENTS
3.1\u2014 Test organization
3.1.1
R3.1.1
3.1.2
3.1.2.1
R3.1.2.1
3.1.2.2
3.1.2.3
3.2\u2014Variables and options
3.2.1 <\/td>\n<\/tr>\n
14<\/td>\n3.2.2
3.3\u2014Test requirements
R3.3
3.3.1
3.3.2
3.3.3
3.4\u2014Assessment for multiple anchor element types for adhesive anchors
R3.4
3.4.1
3.5\u2014Assessment for alternate drilling methods
R3.5
3.5.1
3.5.1.1
3.5.1.2 <\/td>\n<\/tr>\n
19<\/td>\nCHAPTER 4\u2014 REQUIREMENTS FOR TEST SPECIMENS, ANCHOR INSTALLATION, AND TESTING
4.1\u2014 Testing by ITEA and manufacturer
R4.1
4.2\u2014Test samples
4.2.1
R4.2.1
4.2.2
R4.2.2
4.2.3 <\/td>\n<\/tr>\n
20<\/td>\n4.2.4
4.2.5
4.3\u2014Concrete for test members
4.3.1
R4.3.1
4.3.2
R4.3.2
4.3.3
R4.3.3
4.3.3.1
4.3.4
R4.3.4
4.3.5
R4.3.5
4.3.6
4.3.7
R4.3.7
4.4\u2014Requirements for test members
4.4.1
R4.4.1
4.4.2
R4.4.2
4.4.3
4.4.3.1
R4.4.3.1
4.4.3.2 <\/td>\n<\/tr>\n
21<\/td>\n4.4.3.3
R4.4.3.3
4.4.4 Test members for tests in uncracked concrete
R4.4.4
4.4.5 Test members for tests in cracked concrete
R4.4.5
4.4.5.1
4.4.5.2 <\/td>\n<\/tr>\n
22<\/td>\n4.4.5.3
4.4.5.4
4.4.5.5
4.5\u2014Anchor installation
4.5.1 General requirements
4.5.1.1
4.5.1.2
R4.5.1.2
4.5.1.3
R4.5.1.3
4.5.1.4
R4.5.1.4
4.5.2
R4.5.2
4.5.2.1
4.5.2.2
4.5.3
R4.5.3
4.6\u2014Drill bit requirements
R4.6
4.6.1
R4.6.1 <\/td>\n<\/tr>\n
23<\/td>\n4.7\u2014Test methods
4.7.1
R4.7.1
4.7.2
R4.7.2
4.7.2.1
R4.7.2.1
4.7.2.1.1
R4.7.2.1.1
4.7.2.1.2
R4.7.2.1.2
4.7.2.2
R4.7.2.2 <\/td>\n<\/tr>\n
24<\/td>\n4.7.3
R4.7.3
4.7.3.1
4.7.3.2
4.7.3.3
4.8\u2014Tests in cracked concrete
4.8.1 <\/td>\n<\/tr>\n
25<\/td>\nR4.8.1
4.8.2
4.8.3
4.9\u2014Changes to products
4.9.1 <\/td>\n<\/tr>\n
26<\/td>\nR4.9.1
CHAPTER 5\u2014 REQUIREMENTS FOR ANCHOR IDENTIFICATION
5.1\u2014 Basic requirements
R5.1
5.1.1
5.1.1.1
5.2\u2014Verification
R5.2
5.2.1
5.3\u2014Fingerprinting adhesive materials
R5.3
5.3.1
5.3.2
5.4\u2014Packaging
R5.4
5.4.1
CHAPTER 6\u2014 REFERENCE TESTS
6.1\u2014 Purpose
R6.1
6.1.1
6.1.2
R6.1.2
6.1.3 <\/td>\n<\/tr>\n
27<\/td>\n6.2\u2014Required tests
R6.2
6.2.1
6.2.2
6.2.3
6.2.4
6.2.5
6.3\u2014Conduct of tests
R6.3
6.3.1
6.3.2
6.3.3
CHAPTER 7\u2014 RELIABILITY TESTS
7.1\u2014 Purpose
R7.1
7.1.1
7.2\u2014Required tests
R7.2
7.2.1
7.2.2
7.3\u2014Conduct of tests
R7.3
7.3.1
7.3.2
7.3.3
7.4\u2014Reliability tests
R7.4 <\/td>\n<\/tr>\n
28<\/td>\n7.4.1
7.5\u2014Sensitivity to hole cleaning\u2014dry concrete
R7.5
7.5.1 Purpose
7.5.2 General test conditions
7.5.3
7.5.4
7.5.4.1
7.6\u2014Sensitivity to hole cleaning\u2014saturated concrete
R7.6 <\/td>\n<\/tr>\n
29<\/td>\n7.6.1 Purpose
7.6.2 General test conditions
7.6.3 Qualification for use with carbide drill bits
7.6.4 Qualification for water-flushed holes
7.7\u2014Sensitivity to hole cleaning\u2014water-filled hole
R7.7
7.7.1 Purpose
7.7.2 General test conditions
7.7.3 Qualification for use with carbide drill bits
7.7.4 Qualification for water-flushed holes
7.8\u2014Sensitivity to hole cleaning\u2014submerged concrete
R7.8
7.8.1 Purpose
7.8.2 General test conditions
7.8.3
7.9\u2014Sensitivity to mixing effort
R7.9
7.9.1 Purpose
7.9.1.1
7.9.2 General test conditions
7.9.3
7.10\u2014Sensitivity to installation in water-saturated concrete <\/td>\n<\/tr>\n
30<\/td>\nR7.10
7.10.1 Purpose
7.10.2 General test conditions
7.11\u2014Sensitivity to installation in water-filled hole\u2014 saturated concrete
R7.11
7.11.1 Purpose
7.11.2 General test conditions
7.12\u2014Sensitivity to installation in submerged concrete
R7.12
7.12.1 Purpose
7.12.2 General test conditions
7.13\u2014Sensitivity to crack width\u2014low-strength concrete
R7.13
7.13.1 Purpose
7.13.2 General test conditions
7.13.3
7.14\u2014Sensitivity to crack width\u2014high-strength concrete
R7.14
7.14.1 Purpose
7.14.2 General test conditions
7.14.3
7.15\u2014Sensitivity to crack width cycling
R7.15 <\/td>\n<\/tr>\n
31<\/td>\n7.15.1 Purpose
7.15.2 General test conditions
7.15.3
R7.15.3
7.15.3.1
7.15.4
7.16\u2014Sensitivity to freezing and thawing
R7.16
7.16.1 Purpose <\/td>\n<\/tr>\n
32<\/td>\n7.16.2 General test conditions
7.16.3
7.16.3.1
7.16.3.2
7.16.3.3
7.16.3.4
7.16.3.5
7.16.3.6
7.17\u2014Sensitivity to sustained loading at standard and maximum long- term temperature
R7.17
7.17.1 Purpose
7.17.2 General test conditions
7.17.2.1
7.17.2.2
7.17.2.3
7.17.2.4
7.17.2.5
7.17.3 Tests at standard temperature
7.17.3.1 <\/td>\n<\/tr>\n
33<\/td>\n7.17.3.2
7.17.3.3
7.17.3.4
7.17.3.5
7.17.3.6
7.17.3.7
7.17.4 Tests at long-term elevated temperature
7.17.4.1
7.17.4.2
7.17.4.3
7.17.4.4
7.18\u2014Sensitivity to installation direction
R7.18
7.18.1 Purpose
7.18.2 General test conditions
7.18.3
7.18.3.1 <\/td>\n<\/tr>\n
34<\/td>\n7.19\u2014Torque test
R7.19
7.19.1 Purpose
7.19.2 General test conditions
7.19.3
CHAPTER 8\u2014 SERVICE-CONDITION TESTS
8.1\u2014 Purpose
R8.1
8.2\u2014Required tests
R8.2
8.3\u2014Conduct of tests
R8.3
8.3.1
8.3.2
8.3.3
8.4\u2014Tension tests in uncracked and cracked concrete
R8.4 <\/td>\n<\/tr>\n
35<\/td>\n8.4.1 Purpose
8.4.2 Conduct of tests
8.4.2.1
8.5\u2014Tension tests at elevated temperature
R8.5
8.5.1 Purpose
8.5.2 General test conditions
8.5.2.1
8.5.2.2
8.5.2.3
8.5.2.4
8.6\u2014Tension tests with decreased installation temperature
R8.6
8.6.1 Purpose
8.6.2 General test conditions <\/td>\n<\/tr>\n
36<\/td>\n8.6.2.1
8.7\u2014Establishment of cure time at standard temperature
R8.7
8.7.1 Purpose
8.7.2 General test conditions
8.8\u2014Durability assessment
R8.8
8.8.1 Purpose
8.8.2 General test conditions
8.8.2.1 Storage of reference slices
8.8.2.2 Storage of slices under aggressive environmental
\nexposure
8.8.2.2.1 High alkalinity <\/td>\n<\/tr>\n
37<\/td>\n8.8.2.2.2 Sulfur dioxide
8.8.3 Punch tests
R8.8.3
8.9\u2014Verification of full concrete capacity in a corner
R8.9
8.9.1 Purpose
8.9.2 General test conditions
8.10\u2014Determination of minimum spacing and edge distance to preclude splitting
R8.10
8.10.1 Purpose <\/td>\n<\/tr>\n
38<\/td>\n8.10.2 General test conditions; test anchors in uncracked, low-strength concrete
8.10.2.1
8.10.2.2
8.10.2.3 Torque test
8.10.2.4 Load test
8.11\u2014Tests to determine shear capacity of anchor elements with nonuniform cross section
8.11.1 Purpose
R8.11.1
8.11.2 General test conditions
8.11.3
8.12\u2014Simulated seismic tension tests
R8.12
8.12.1 Purpose
8.12.2 General test conditions <\/td>\n<\/tr>\n
39<\/td>\n8.12.2.1
8.13\u2014Simulated seismic shear tests
R8.13
8.13.1 Purpose
8.13.2 General test conditions
8.13.2.1
8.13.2.2
8.13.2.3 <\/td>\n<\/tr>\n
40<\/td>\n8.13.2.4
CHAPTER 9\u2014 SUPPLEMENTAL TEST
9.1\u2014 Round-robin tests
R9.1
9.1.1 Purpose
9.1.2 General test conditions
9.1.3
9.1.4
9.1.5
9.1.5.1
9.1.6
9.1.7 <\/td>\n<\/tr>\n
41<\/td>\n9.2\u2014Tests to determine minimum member thickness
R9.2
9.2.1 Purpose
9.2.2 General test conditions
9.2.2.1
9.2.2.2
CHAPTER 10\u2014 ASSESSMENT OF ANCHORS
10.1\u2014 Analysis of data
10.2\u2014Normalization of anchor capacities for measured concrete bond and steel strengths
R10.2
10.2.1
10.2.2
10.2.3 Concrete breakout, splitting, and pullout failure
10.2.3.1
10.2.4 Anchor element failure
10.2.4.1
10.3\u2014Establishing characteristic values
R10.3
10.3.1
10.4\u2014Assessment of characteristic tension capacity associated with concrete breakout and pullout
10.4.1 Adjustment for regional variations in concrete
R10.4.1 <\/td>\n<\/tr>\n
42<\/td>\n10.4.1.1
10.4.1.2
10.4.2 Requirements on coefficient of variation
R10.4.2
10.4.2.1
10.4.2.2
10.4.2.3
10.4.2.4
10.4.3 Comparison with reference tests
R10.4.3 <\/td>\n<\/tr>\n
43<\/td>\n10.4.3.1
10.4.3.2
10.4.4 Requirements for load-displacement behavior
R10.4.4
10.4.4.1
10.4.4.2
10.4.4.3
10.4.4.4 <\/td>\n<\/tr>\n
45<\/td>\n10.4.4.5
10.4.4.6
10.4.4.7
10.4.5 Bond stress
R10.4.5
10.4.5.1
10.4.5.2 Nominal characteristic bond stress
10.4.5.2.1
10.4.5.2.2
R10.4.5.2.2
10.4.5.2.3
10.4.5.3 Determination of limiting characteristic bondstress
10.4.5.3.1 <\/td>\n<\/tr>\n
46<\/td>\n10.4.5.3.2
10.4.5.3.3
10.4.5.4
10.4.5.5
10.4.5.6 Minimum limiting characteristic bond stress
10.4.5.6.1
R10.4.5.6.1
10.4.6 Anchor category
R10.4.6
10.4.6.1
10.4.6.2 <\/td>\n<\/tr>\n
47<\/td>\n10.4.6.3
10.4.7
R10.4.7
10.4.7.1
10.4.7.2
10.4.8 Determination of effectiveness factors
10.4.8.1
10.5\u2014Assessment of steel tension capacity
R10.5
10.5.1
10.5.2
10.6\u2014Assessment of steel shear capacity (8.11)
10.6.1
R10.6.1
10.6.1.1
10.6.1.2
10.6.1.3
10.6.2
10.6.3 <\/td>\n<\/tr>\n
48<\/td>\n10.6.4
10.6.5
10.7\u2014Assessment of minimum member thickness ( 9.2)
R10.7
10.7.1
10.8\u2014Assessment of maximum tightening torque ( 7.19)
R10.8
10.8.1
10.8.2
10.9\u2014Assessment of behavior under crack cycling ( 7.1.5)
R10.9
10.9.1
10.9.2
10.9.3
10.9.3.1 <\/td>\n<\/tr>\n
49<\/td>\n10.10\u2014Assessment of freezing-and-thawing behavior ( 7.16)
10.10.1
10.10.2
10.10.3
10.11\u2014Assessment of sustained load behavior ( 7.17)
R10.11
10.11.1
10.11.2
10.11.3
10.11.4
10.11.5
10.11.6
10.12\u2014Assessment of performance associated with installation direction ( 7.18)
R10.12
10.12.1
10.12.2 <\/td>\n<\/tr>\n
50<\/td>\n10.12.3
10.13\u2014Assessment of performance at elevated temperature ( 8.5)
R10.13
10.13.1
10.13.2
10.13.3
10.13.4
10.14\u2014Assessment of performance with decreased installation temperature ( 8.6)
R10.14
10.14.1
10.14.1.1
10.14.2
10.14.3
10.15\u2014Assessment for cure time at standard temperature ( 8.7)
R10.15
10.15.1 <\/td>\n<\/tr>\n
51<\/td>\n10.15.2
10.15.3
10.16\u2014Assessment of durability requirement (8.8)
R10.16
10.16.1 Requirement
10.17\u2014Assessment of performance in corner test ( 8.9)
10.17.1
R10.17.1
10.18\u2014Assessment of performance in minimum spacing and edge distance test ( 8.10)
R10.18
10.18.1 Requirement for torque tests
10.18.2
10.18.3 Requirements for load tests
10.18.4
10.19\u2014Assessment of performance under seismic tension ( 8.12)
R10.19
10.19.1
10.19.1.1
10.19.1.2 <\/td>\n<\/tr>\n
52<\/td>\n10.19.1.3
10.20\u2014Assessment of performance under seismic shear ( 8.13)
R10.20
10.20.1
10.20.1.1
10.20.1.2
10.20.2
10.20.3
10.21\u2014Establishment of hole-cleaning procedures
R10.21
10.21.1
10.21.2
10.22\u2014Establishment of on-site quality control and installation conditions
R10.22
10.22.1 <\/td>\n<\/tr>\n
53<\/td>\n10.22.2
10.23\u2014Assessment based on installation and environmental conditions
10.23.1
R10.23.1
10.24\u2014Assessment for fire exposure
10.24.1
R10.24.1
CHAPTER 11\u2014 DATA PRESENTATION
11.1\u2014 General requirements
11.1.1
11.2\u2014Contents of the evaluation report
R11.2
11.2.1
11.3\u2014Data presentation
R11.3
11.3.1
R11.3.1 <\/td>\n<\/tr>\n
55<\/td>\nCHAPTER 12\u2014 INDEPENDENT TESTING AND EVALUATION AGENCY REQUIREMENTS
12.1\u2014 General requirements
12.2\u2014Certification <\/td>\n<\/tr>\n
56<\/td>\nCHAPTER 13\u2014 QUALITY CONTROL REQUIREMENTS
13.1\u2014 Quality assurance program
13.2\u2014Quality control manuals
13.2.1
13.2.2
13.3.3
13.3\u2014Special inspection
13.3.1
R13.3.1
13.3.2
13.3.2.1
13.3.2.2
13.3.3 Periodic special inspection
13.3.4 Proof loading program
R13.3.4
CHAPTER 14\u2014 REFERENCES
14.1\u2014 Referenced standards and reports <\/td>\n<\/tr>\n
57<\/td>\n14.2\u2014Cited references <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

355.4M-11 Metric Qualification of Post-Installed Adhesive Anchors in Concrete and Commentary<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2011<\/td>\n59<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":160853,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-160851","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\/160851","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\/160853"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=160851"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=160851"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=160851"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}