AWS D1.5M D1.5 2015 AMD1
$158.33
D1.5M/D1.5:2015-AMD1 Bridge Welding Code
| Published By | Publication Date | Number of Pages |
| AWS | 2015 | 506 |
This code covers the welding requirements for AASHTO welded highway bridges made from carbon and low-alloy constructional steels. This 2015 edition contains dimensions in metric SI Units and U.S. Customary Units. Clauses 1 through 7 constitute a body of rules for the regulation of welding in steel construction. The provisions for Clause 9 have been distributed throughout the D1.5 code. Clauses 8, 10, and 11 do not contain provisions, as their analogue D1.1 sections are not applicable to the D1.5 code. Clause 12 contains the requirements for fabricating fracture critical members
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | AASHTO/AWS D1.5M/D1.5:2015-AMD1 |
| 2 | Abstract |
| 4 | Statement on the Use of American Welding Society Standards |
| 6 | Personnel (Amendment) |
| 10 | Personnel (Original) |
| 14 | Foreword |
| 18 | Amendments |
| 25 | Erratum |
| 26 | Table of Contents |
| 31 | List of Tables |
| 33 | List of Figures |
| 36 | List of Forms |
| 38 | 1. General Provisions |
| 42 | 2. Design of Welded Connections |
| 88 | 3. Workmanship |
| 104 | 4. Technique |
| 122 | 5. Qualification |
| 172 | 6. Inspection |
| 206 | 7. Stud Welding |
| 214 | 8. Statically Loaded Structures |
| 216 | 9. Welded Steel Bridges |
| 218 | 10. Tubular Structures |
| 220 | 11. Strengthening and Repairing Existing Structures |
| 222 | 12. AASHTO/AWS Fracture Control Plan (FCP) for Nonredundant Members |
| 236 | Annexes Normative Information |
| 238 | Annex A (Normative)—Effective Throat |
| 240 | Annex B (Normative)—Effective Throats of Fillet Welds in Skewed T-Joints |
| 242 | Annex C (Normative)—Flatness of Girder Webs—Bridges |
| 248 | Annex D (Normative)—Terms and Definitions |
| 256 | Annex E (Normative)—Manufacturer’s Stud Base Qualification Requirements |
| 260 | Annex F (Normative) Part A—Qualification and Calibration of the UT Unit with Other Approved Reference Blocks (see Figure F.1) |
| 262 | Part B—UT Equipment Qualification Procedures |
| 270 | Annex G (Normative)—Guidelines on Alternative Methods for Determining Preheat |
| 280 | Annex H (Normative)—Welding Requirements for Conventional, Nonfracture Critical M 270M/M 270 (A709/A709M) HPS 485W [HPS 70W] Components with Reduced Preheat and Interpass Temperature |
| 282 | Annex I (Normative)—ESW Consumable Requirements |
| 284 | Annex J (Normative)—Guidelines for the Acceptance of Alternative ESW Processes |
| 286 | Annex K (Normative)—Advanced Ultrasonic Examination |
| 300 | Informative Information Annex L (Informative)—Weld Quality Requirements for Tension Joints |
| 302 | Annex M (Informative)—Description of Common Weld and Base Metal Discontinuities |
| 312 | Annex N (Informative)—Short Circuiting Transfer |
| 316 | Annex O (Informative)—Suggested Sample Welding Forms |
| 330 | Annex P (Informative)—Reference Documents |
| 332 | Annex Q (Informative)—Guide for Use of Electroslag Welding—Narrow Gap (ESW-NG) |
| 344 | Annex R (Informative)—Guidelines for the Preparation of Technical Inquiries for the Joint AASHTO/AWS Subcommittee on Bridge Welding |
| 346 | Commentary on Bridge Welding Code |
| 348 | Foreword |
| 490 | Index |
