{"id":408007,"date":"2024-10-20T05:28:33","date_gmt":"2024-10-20T05:28:33","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aashto-s10-1-2019\/"},"modified":"2024-10-26T09:56:37","modified_gmt":"2024-10-26T09:56:37","slug":"aashto-s10-1-2019","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aashto\/aashto-s10-1-2019\/","title":{"rendered":"AASHTO S10.1 2019"},"content":{"rendered":"
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PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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1<\/td>\n | S10.1 Steel Bridge Erection Guide Specification <\/td>\n<\/tr>\n | ||||||
2<\/td>\n | Preface Disclaimer <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | AASHTO Executive Committee <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | AASHTO Committee on Bridges and Structures <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | AASHTO\/NSBA Steel Bridge Collaboration Task Group 10, Steel Bridge Erection <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 1.1.7 Inspection 1.1.8 Owner 1.1.9 Plans 1.1.10 Erection Plans 1.1.11 Erection Procedures <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 1.1.12 Erection Engineering Calculations 1.1.13 Contract Documents 1.2 Erector Qualifications <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 2.1.3 Erection Engineering Calculations Submittal 2.2 Erection Plans and Procedures 2.2.1 Plan of Work Area <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 2.2.2 Erection Sequence 2.2.3 Delivery Location 2.2.4 Crane Information <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 2.2.5 Primary Member Crane Pick Information 2.2.6 Lifting Devices and Special Procedures <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 2.2.7 Bolting Requirements 2.2.8 Bearing Blocking and Tie-Down Details <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 2.2.9 Load Restrictions 2.2.10 Temporary Supports <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 2.2.11 Jacking Devices 2.3 Guidelines for Methods of Structural Analysis <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 2.4 Requirements for Erection Engineering Calculations for Structural Adequacy and Stability <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 2.4.1 Design Criteria 2.4.2 Loads and Load Combinations <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 2.4.3 Girder and System Stability <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 2.4.4 Uplift 2.4.5 Temporary Hold Cranes <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 2.4.10 Miscellaneous Calculations 2.4.10.1 Crane Pick Locations <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 2.4.10.2 Support Conditions 2.5 Coordination Items <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | Section 3 Transportation 3.1 Responsibility 3.1.1 Shipping Plan 3.2 Handling 3.3 Fasteners <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | Section 4 Material Storage at Jobsite 4.1 Fabricated Material 4.2 Fasteners and Machine Finished Parts 4.3 Welding Consumables 4.4 Damage <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Section 5 Bearings and Anchorages 5.1 Survey 5.2 Bridge Seats 5.3 Temperature Adjustments 5.4 Tolerances <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 6.6 Pins 6.7 Connections 6.8 Abnormalities <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | Section 7 Field Bolted Connections 7.1 Fastener Assembly Testing 7.2 Faying Surfaces 7.3 Preinstallation Verification 7.4 Installation <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 7.4.1 Direct Tension Indicators and Tension-Control Bolts <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | Section 8 Field Welded Connections 8.1 General 8.2 Qualification 8.2.1 Welder Qualification 8.2.2 Welding Procedure Qualification <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 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) <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 9.2.3 Deviation from Theoretical Vertical Alignment (Elevation) <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 9.3 Surveys 9.4 Bolting 9.5 Welding <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | Section 10 Repair 10.1 Documentation 10.2 Implementation 10.3 Repair Procedures 10.4 Welds <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | Appendix A Direct Tension Indicators (DTIs) (Verification Test Procedure) A1 Direct Tension Indicators A2 Rotational-Capacity Tests <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | A3 Direct Tension Indicator Installation Method A3a Verification <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | A3b Installation <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | Appendix B Erection Plan and Procedures Checklist <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | Appendix C Erection Calculations Checklist <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | Appendix D Erection Inspection Checklist <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | Appendix E Sample Erection Plans <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" AASHTO\/NSBA S10.1-2019 Steel Bridge Erection Guide Specification<\/b><\/p>\n |