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AASHTO S10.1 2019

AASHTO S10.1 2019

$54.60

AASHTO/NSBA S10.1-2019 Steel Bridge Erection Guide Specification

Published By Publication Date Number of Pages
AASHTO 2019 82
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PDF Catalog

PDF Pages PDF Title
1 S10.1 Steel Bridge Erection Guide Specification
2 Preface
Disclaimer
3 AASHTO Executive Committee
4 AASHTO Committee on Bridges and Structures
6 AASHTO/NSBA Steel Bridge Collaboration Task Group 10, Steel Bridge Erection
7 Table of Contents
11 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
12 1.1.7 Inspection
1.1.8 Owner
1.1.9 Plans
1.1.10 Erection Plans
1.1.11 Erection Procedures
13 1.1.12 Erection Engineering Calculations
1.1.13 Contract Documents
1.2 Erector Qualifications
14 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
15 2.1.3 Erection Engineering Calculations Submittal
2.2 Erection Plans and Procedures
2.2.1 Plan of Work Area
16 2.2.2 Erection Sequence
2.2.3 Delivery Location
2.2.4 Crane Information
17 2.2.5 Primary Member Crane Pick Information
2.2.6 Lifting Devices and Special Procedures
18 2.2.7 Bolting Requirements
2.2.8 Bearing Blocking and Tie-Down Details
19 2.2.9 Load Restrictions
2.2.10 Temporary Supports
20 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
22 2.4.1 Design Criteria
2.4.2 Loads and Load Combinations
23 2.4.3 Girder and System Stability
24 2.4.4 Uplift
2.4.5 Temporary Hold Cranes
25 2.4.6 Temporary Support Loads
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
27 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 Assembly Testing
7.2 Faying Surfaces
7.3 Preinstallation Verification
7.4 Installation
34 7.4.1 Direct Tension Indicators and Tension-Control Bolts
36 Section 8 Field Welded Connections
8.1 General
8.2 Qualification
8.2.1 Welder Qualification
8.2.2 Welding Procedure Qualification
37 8.3 Welding Requirements
8.3.1 Welders
8.3.2 Contact Surfaces
8.3.3 Joined Parts
8.3.4 Environmental Conditions
8.3.5 Consumables
8.3.6 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)
39 9.2.3 Deviation from Theoretical Vertical Alignment (Elevation)
40 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
43 References
44 Appendix A Direct Tension Indicators (DTIs) (Verification Test Procedure)
A1 Direct Tension Indicators
A2 Rotational-Capacity Tests
45 A3 Direct Tension Indicator Installation Method
A3a Verification
46 A3b Installation
49 Appendix B Erection Plan and Procedures Checklist
51 Appendix C Erection Calculations Checklist
53 Appendix D Erection Inspection Checklist
55 Appendix E Sample Erection Plans

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