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AASHTO S10.1 2014

AASHTO S10.1 2014

$59.15

AASHTO/NSBA S10.1-2014 Steel Bridge Erection Guide Specification

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AASHTO 2014
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PDF Catalog

PDF Pages PDF Title
1 S10.1 – 2014 Steel Bridge Erection Guide Specification
3 Preface
Disclaimer
4 AASHTO Executive Committee 2014–2015
5 AASHTO Subcommittee on Bridges and Structures 2014
7 AASHTO/NSBA Steel Bridge Collaboration Task Group 10, Steel Bridge Erection
8 Table of Contents
10 Section 1 General
1.1 Definitions
1.1.1 Steel Bridge Erection
1.1.2 Erector
1.1.3 Contractor
1.1.4 Design Engineer
1.1.5 Erection Engineer
1.1.6 Fabricator
11 1.1.7 Inspection
1.1.8 Owner
1.1.9 Plans
1.1.10 Erection Plans
1.1.11 Erection Procedures
12 1.1.12 Erection Engineering Calculations
1.1.13 Contract Documents
1.2 Erector Qualifications
13 Section 2 Erection Engineering
2.1 General
2.1.1 Required Erection Plans and Procedures and Erection Engineering Calculations
2.1.2 Erection Plans and Procedures Overview
14 2.1.3 Erection Engineering Calculations Submittal
2.2 Erection Plans
2.2.1 Plan of Work Area
15 2.2.2 Erection Sequence
2.2.3 Delivery Location
2.2.4 Crane Information
16 2.2.5 Primary Member Crane Pick Information
2.2.6 Lifting Devices and Special Procedures
17 2.2.7 Bolting Requirements
2.2.8 Bearing Blocking and Tie-Down Details
18 2.2.9 Load Restrictions
2.2.10 Temporary Supports
19 2.2.11 Jacking Devices
2.3 Guidelines for Methods of Structural Analysis
21 2.4 Requirements for Erection Engineering Calculations for Structural Adequacy and Stability
2.4.1 Design Criteria
22 2.4.2 Loads and Load Combinations
2.4.3 Girder and System Stability
24 2.4.4 Uplift
2.4.5 Temporary Hold Cranes
2.4.6 Temporary Support Loads
25 2.4.7 Bearings
2.4.8 Cross-Frames and Bracing
2.4.9 Structural Adequacy of Temporary Components
26 2.4.10 Miscellaneous Calculations
2.4.10.1 Crane Pick Locations
2.4.10.2 Support Conditions
2.5 Coordination Items
28 Section 3 Transportation
3.1 Responsibility
3.1.1 Shipping Plan
3.2 Handling
3.3 Fasteners
29 Section 4 Material Storage at Jobsite
4.1 Fabricated Material
4.2 Fasteners and Machine Finished Parts
4.3 Welding Consumables
4.4 Damage
30 Section 5 Bearings and Anchorages
5.1 Survey
5.2 Bridge Seats
5.3 Temperature Adjustments
5.4 Tolerances
31 Section 6 Lifting and Assembly
6.1 General
6.2 Lifting Devices
6.3 Erection Stability
6.4 Trusses
6.5 Falsework and Temporary Supports
32 6.6 Pins
6.7 Connections
6.8 Abnormalities
33 Section 7 Field Bolted Connections
7.1 Fastener Testing
7.2 Faying Surfaces
7.3 Installation Method Verification
34 7.4 Installation
7.4.1 Direct Tension Indicators and Tension Control Bolts
36 Section 8 Field Welded Connections
8.1 General
8.2 Weld Procedure Specifications
8.3 Qualification
8.3.1 Welder Qualification
37 8.3.2 Welding Procedure Qualification
8.4 Welding Requirements
8.4.1 Welders
8.4.2 Contact Surfaces
8.4.3 Joined Parts
8.4.4 Environmental Conditions
8.4.5 Consumables
8.4.6 Preheat
38 Section 9 Inspection
9.1 General
9.2 Tolerances for Plate Girder or Rolled Beam Spans
9.2.1 Deviation from Theoretical Horizontal Alignment
9.2.2 Deviation from Theoretical Erected Web Position (Web Plumbness)
40 9.2.3 Deviation from theoretical vertical alignment (elevation)
9.3 Surveys
9.4 Bolting
9.5 Welding
41 Section 10 Repair
10.1 Documentation
10.2 Implementation
10.3 Repair Procedures
10.4 Welds
42 Appendix A Rotational Capacity Test (ASTM A325 and ASTM A490 Long Bolts in Tension Calibrator)
Equipment Required
Procedure
43 Failure
44 Appendix B Rotational Capacity Test (ASTM A325 and ASTM A490 Bolts too Short to Fit Tension Calibrator)
Equipment Required
Procedure
Failure
46 Appendix C Direct Tension Indicators (DTI) (Verification Test Procedure)
Equipment Required
Procedure
47 Short Bolts
48 Appendix D Field Rotational Capacity Test (and Optional Combined Installation Verification Test)
Equipment Required
Procedure
49 Failure
Commentary
50 Appendix E Erection Plan and Procedures Checklist
52 Appendix F Erection Calculations Checklist
54 Appendix G Erection Inspection Checklist
56 Appendix H Example Erection Plans

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