{"id":160762,"date":"2024-10-19T09:39:25","date_gmt":"2024-10-19T09:39:25","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-336-1-01\/"},"modified":"2024-10-25T01:58:04","modified_gmt":"2024-10-25T01:58:04","slug":"aci-336-1-01","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-336-1-01\/","title":{"rendered":"ACI 336.1 01"},"content":{"rendered":"

This specification covers requirements for drilled pier construction. It included delivery, handling and storage of the casing, excavation, soil testing, placing of concrete and reinforcing steel and inspection. Drilled piers are sometimes called drilled shafts, caissons, or bored piles. Keywords: bored pile; caisson; concrete; drilled pier; foundation; placing; reinforced concrete; reinforcement; slurry; soil; specification; test; tolerance.<\/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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nFOREWORD
CONTENTS <\/td>\n<\/tr>\n
2<\/td>\nSECTION 1\u2014 GENERAL REQUIREMENTS
1.1\u2014 Scope
1.1.1
1.1.2
1.2\u2014Definitions <\/td>\n<\/tr>\n
3<\/td>\n1.3\u2014Reference standards
1.3.1 General
1.3.1.1 ACI standards
1.3.1.2 ASTM standards
1.3.1.3 API standards
1.3.1.4 AWS standards
1.4\u2014Standards-producing organizations
1.5\u2014Standard units
1.6\u2014Project conditions
1.6.1 Examination of site
1.6.2 Subsurface data <\/td>\n<\/tr>\n
4<\/td>\n1.6.3 Existing underground utilities
1.6.4 Preconstruction conferences
1.7\u2014Quality assurance
1.7.1 Owner\u2019s Representative-Geotechnical Engineer
1.7.2 Contractor
1.7.3 Testing Agency
1.7.3.1
1.7.3.2
1.8\u2014Submittals by the Contractor
1.8.1
1.8.1.1
1.8.1.2
1.8.1.3
1.8.1.4
1.8.1.5
1.8.1.6
1.8.1.7
1.8.1.8
1.8.1.9
1.8.1.10
1.8.1.11
1.8.1.12
1.8.1.13
1.8.1.14
1.8.1.15
1.8.2
1.8.2.1
1.8.2.2
1.8.2.3
1.8.2.4
1.8.2.5
1.8.2.6
1.8.2.7
SECTION 2\u2014 PRODUCTS
2.1\u2014 General <\/td>\n<\/tr>\n
5<\/td>\n2.2\u2014Steel casing and liner
2.2.1
2.2.2
2.2.3
2.2.4
2.3\u2014Reinforcing steel
2.3.1
2.3.2
2.4\u2014Concrete
2.4.1
2.4.2
2.4.3
2.4.4
2.4.5
2.4.6
2.4.7
2.5\u2014Sand-cement grout
2.6\u2014Controlled slurry
2.6.1
2.6.2
SECTION 3\u2014 EXECUTION
3.1\u2014 Tolerances
3.1.1 General
3.1.2
3.1.3
3.1.4 Bottom area
3.1.5 Bottom slope
3.1.6 Pier shaft diameter
3.1.7 Anchorage embedment tolerance <\/td>\n<\/tr>\n
6<\/td>\n3.2\u2014Dry method
3.2.1
3.2.2
3.2.3
3.2.3.1
3.2.3.2
3.2.3.3
3.2.3.4
3.2.4
3.2.5
3.2.6
3.2.7
3.3\u2014Steel casing and liner
3.3.1 Delivery, handling, and storage of casing
3.3.1.1
3.3.1.2
3.3.2
3.3.2.1
3.3.2.2
3.4\u2014Reinforcing steel
3.4.1
3.4.2
3.4.3
3.4.4
3.4.5 <\/td>\n<\/tr>\n
7<\/td>\n3.4.6
3.4.7
3.4.8
3.4.9
3.4.10
3.4.11
3.5\u2014Concrete
3.5.1
3.5.2
3.5.3
3.5.4
3.5.5
3.5.6
3.5.7
3.5.8
3.5.9
3.5.9.1
3.5.10
3.6\u2014Casing withdrawal
3.6.1
3.6.2
3.6.3
3.6.4
3.6.5
3.7\u2014Slurry displacement method
3.7.1 General
3.7.2 Installation procedure
3.7.2.1
3.7.2.2
3.7.2.3
3.7.2.4 <\/td>\n<\/tr>\n
8<\/td>\n3.7.2.5
3.7.2.6
3.7.3 Excavation
3.7.3.1
3.7.3.2
3.7.3.3
3.7.3.4
3.7.3.5
3.7.4 Concrete and reinforcing steel
3.7.4.1
3.7.4.2
3.7.4.3
3.7.4.4
3.7.4.5
3.7.5 Concreting methods
3.7.5.1
3.7.5.2
3.7.5.3
3.7.5.4
3.7.5.5
3.7.5.6
3.7.5.7
3.7.5.8
3.7.5.9
3.7.5.10
3.7.6 Inspection and testing
3.7.6.1
3.7.6.2 <\/td>\n<\/tr>\n
9<\/td>\n3.7.6.3
3.8\u2014Placement of anchorage embedments
3.8.1
3.8.2
PREFACE TO SPECIFICATION CHECKLISTS
P1.
P2.
P3.
P4.
P5. Recommended references <\/td>\n<\/tr>\n
10<\/td>\nMANDATORY REQUIREMENTS CHECKLIST <\/td>\n<\/tr>\n
11<\/td>\nMANDATORY REQUIREMENTS CHECKLIST (continued)
OPTIONAL REQUIREMENTS CHECKLIST <\/td>\n<\/tr>\n
12<\/td>\nOPTIONAL REQUIREMENTS CHECKLIST (continued) <\/td>\n<\/tr>\n
13<\/td>\nOPTIONAL REQUIREMENTS CHECKLIST (continued) <\/td>\n<\/tr>\n
14<\/td>\nOPTIONAL REQUIREMENTS CHECKLIST (continued) <\/td>\n<\/tr>\n
15<\/td>\nOPTIONAL REQUIREMENTS CHECKLIST (continued) <\/td>\n<\/tr>\n
16<\/td>\nOPTIONAL REQUIREMENTS CHECKLIST (continued) <\/td>\n<\/tr>\n
17<\/td>\nOPTIONAL REQUIREMENTS CHECKLIST (continued) <\/td>\n<\/tr>\n
18<\/td>\nOPTIONAL REQUIREMENTS CHECKLIST (continued) <\/td>\n<\/tr>\n
19<\/td>\nOPTIONAL REQUIREMENTS CHECKLIST (continued) <\/td>\n<\/tr>\n
20<\/td>\nOPTIONAL REQUIREMENTS CHECKLIST (continued) <\/td>\n<\/tr>\n
21<\/td>\nOPTIONAL REQUIREMENTS CHECKLIST (continued) <\/td>\n<\/tr>\n
22<\/td>\nOPTIONAL REQUIREMENTS CHECKLIST (continued)
SUBMITTAL CHECKLIST <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

336.1-01: Specification for the Construction of Drilled Piers<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2001<\/td>\n22<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":160767,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-160762","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\/160762","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\/160767"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=160762"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=160762"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=160762"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}