{"id":175963,"date":"2024-10-19T10:54:23","date_gmt":"2024-10-19T10:54:23","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aws-d1-5m-d1-5-2015-amd1\/"},"modified":"2024-10-25T03:08:40","modified_gmt":"2024-10-25T03:08:40","slug":"aws-d1-5m-d1-5-2015-amd1","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aws\/aws-d1-5m-d1-5-2015-amd1\/","title":{"rendered":"AWS D1.5M D1.5 2015 AMD1"},"content":{"rendered":"
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<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | AASHTO\/AWS D1.5M\/D1.5:2015-AMD1 <\/td>\n<\/tr>\n | ||||||
2<\/td>\n | Abstract <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | Statement on the Use of American Welding Society Standards <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | Personnel (Amendment) <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | Personnel (Original) <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | Amendments <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | Erratum <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | List of Tables <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | List of Figures <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | List of Forms <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 1. General Provisions <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | 2. Design of Welded Connections <\/td>\n<\/tr>\n | ||||||
88<\/td>\n | 3. Workmanship <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | 4. Technique <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | 5. Qualification <\/td>\n<\/tr>\n | ||||||
172<\/td>\n | 6. Inspection <\/td>\n<\/tr>\n | ||||||
206<\/td>\n | 7. Stud Welding <\/td>\n<\/tr>\n | ||||||
214<\/td>\n | 8. Statically Loaded Structures <\/td>\n<\/tr>\n | ||||||
216<\/td>\n | 9. Welded Steel Bridges <\/td>\n<\/tr>\n | ||||||
218<\/td>\n | 10. Tubular Structures <\/td>\n<\/tr>\n | ||||||
220<\/td>\n | 11. Strengthening and Repairing Existing Structures <\/td>\n<\/tr>\n | ||||||
222<\/td>\n | 12. AASHTO\/AWS Fracture Control Plan (FCP) for Nonredundant Members <\/td>\n<\/tr>\n | ||||||
236<\/td>\n | Annexes Normative Information <\/td>\n<\/tr>\n | ||||||
238<\/td>\n | Annex A (Normative)\u2014Effective Throat <\/td>\n<\/tr>\n | ||||||
240<\/td>\n | Annex B (Normative)\u2014Effective Throats of Fillet Welds in Skewed T-Joints <\/td>\n<\/tr>\n | ||||||
242<\/td>\n | Annex C (Normative)\u2014Flatness of Girder Webs\u2014Bridges <\/td>\n<\/tr>\n | ||||||
248<\/td>\n | Annex D (Normative)\u2014Terms and Definitions <\/td>\n<\/tr>\n | ||||||
256<\/td>\n | Annex E (Normative)\u2014Manufacturer\u2019s Stud Base Qualification Requirements <\/td>\n<\/tr>\n | ||||||
260<\/td>\n | Annex F (Normative) Part A\u2014Qualification and Calibration of the UT Unit with Other Approved Reference Blocks (see Figure F.1) <\/td>\n<\/tr>\n | ||||||
262<\/td>\n | Part B\u2014UT Equipment Qualification Procedures <\/td>\n<\/tr>\n | ||||||
270<\/td>\n | Annex G (Normative)\u2014Guidelines on Alternative Methods for Determining Preheat <\/td>\n<\/tr>\n | ||||||
280<\/td>\n | Annex H (Normative)\u2014Welding Requirements for Conventional, Nonfracture Critical M 270M\/M 270 (A709\/A709M) HPS 485W [HPS 70W] Components with Reduced Preheat and Interpass Temperature <\/td>\n<\/tr>\n | ||||||
282<\/td>\n | Annex I (Normative)\u2014ESW Consumable Requirements <\/td>\n<\/tr>\n | ||||||
284<\/td>\n | Annex J (Normative)\u2014Guidelines for the Acceptance of Alternative ESW Processes <\/td>\n<\/tr>\n | ||||||
286<\/td>\n | Annex K (Normative)\u2014Advanced Ultrasonic Examination <\/td>\n<\/tr>\n | ||||||
300<\/td>\n | Informative Information Annex L (Informative)\u2014Weld Quality Requirements for Tension Joints <\/td>\n<\/tr>\n | ||||||
302<\/td>\n | Annex M (Informative)\u2014Description of Common Weld and Base Metal Discontinuities <\/td>\n<\/tr>\n | ||||||
312<\/td>\n | Annex N (Informative)\u2014Short Circuiting Transfer <\/td>\n<\/tr>\n | ||||||
316<\/td>\n | Annex O (Informative)\u2014Suggested Sample Welding Forms <\/td>\n<\/tr>\n | ||||||
330<\/td>\n | Annex P (Informative)\u2014Reference Documents <\/td>\n<\/tr>\n | ||||||
332<\/td>\n | Annex Q (Informative)\u2014Guide for Use of Electroslag Welding\u2014Narrow Gap (ESW-NG) <\/td>\n<\/tr>\n | ||||||
344<\/td>\n | Annex R (Informative)\u2014Guidelines for the Preparation of Technical Inquiries for the Joint AASHTO\/AWS Subcommittee on Bridge Welding <\/td>\n<\/tr>\n | ||||||
346<\/td>\n | Commentary on Bridge Welding Code <\/td>\n<\/tr>\n | ||||||
348<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
490<\/td>\n | Index <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" D1.5M\/D1.5:2015-AMD1 Bridge Welding Code<\/b><\/p>\n |