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ACI 336.1 01:2001 Edition

ACI 336.1 01:2001 Edition

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336.1-01: Specification for the Construction of Drilled Piers

Published By Publication Date Number of Pages
ACI 2001 22
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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.

PDF Catalog

PDF Pages PDF Title
1 FOREWORD
CONTENTS
2 SECTION 1— GENERAL REQUIREMENTS
1.1— Scope
1.1.1
1.1.2
1.2—Definitions
3 1.3—Reference 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—Standards-producing organizations
1.5—Standard units
1.6—Project conditions
1.6.1 Examination of site
1.6.2 Subsurface data
4 1.6.3 Existing underground utilities
1.6.4 Preconstruction conferences
1.7—Quality assurance
1.7.1 Owner’s Representative-Geotechnical Engineer
1.7.2 Contractor
1.7.3 Testing Agency
1.7.3.1
1.7.3.2
1.8—Submittals 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— PRODUCTS
2.1— General
5 2.2—Steel casing and liner
2.2.1
2.2.2
2.2.3
2.2.4
2.3—Reinforcing steel
2.3.1
2.3.2
2.4—Concrete
2.4.1
2.4.2
2.4.3
2.4.4
2.4.5
2.4.6
2.4.7
2.5—Sand-cement grout
2.6—Controlled slurry
2.6.1
2.6.2
SECTION 3— EXECUTION
3.1— 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
6 3.2—Dry 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—Steel 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—Reinforcing steel
3.4.1
3.4.2
3.4.3
3.4.4
3.4.5
7 3.4.6
3.4.7
3.4.8
3.4.9
3.4.10
3.4.11
3.5—Concrete
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—Casing withdrawal
3.6.1
3.6.2
3.6.3
3.6.4
3.6.5
3.7—Slurry 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
8 3.7.2.5
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
9 3.7.6.3
3.8—Placement of anchorage embedments
3.8.1
3.8.2
PREFACE TO SPECIFICATION CHECKLISTS
P1.
P2.
P3.
P4.
P5. Recommended references
10 MANDATORY REQUIREMENTS CHECKLIST
11 MANDATORY REQUIREMENTS CHECKLIST (continued)
OPTIONAL REQUIREMENTS CHECKLIST
12 OPTIONAL REQUIREMENTS CHECKLIST (continued)
13 OPTIONAL REQUIREMENTS CHECKLIST (continued)
14 OPTIONAL REQUIREMENTS CHECKLIST (continued)
15 OPTIONAL REQUIREMENTS CHECKLIST (continued)
16 OPTIONAL REQUIREMENTS CHECKLIST (continued)
17 OPTIONAL REQUIREMENTS CHECKLIST (continued)
18 OPTIONAL REQUIREMENTS CHECKLIST (continued)
19 OPTIONAL REQUIREMENTS CHECKLIST (continued)
20 OPTIONAL REQUIREMENTS CHECKLIST (continued)
21 OPTIONAL REQUIREMENTS CHECKLIST (continued)
22 OPTIONAL REQUIREMENTS CHECKLIST (continued)
SUBMITTAL CHECKLIST

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