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This document serves as a report for the radiographic examination of welds, detailing quality requirements, weld location, identification, and results of the examination including accept/reject statuses
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How to fill out AASHTO/AWS D1.5/D1.5M:2010

01
Obtain a copy of the AASHTO/AWS D1.5/D1.5M:2010 document.
02
Read the introduction and purpose sections to understand the scope of the standard.
03
Familiarize yourself with the definitions and terms used in the document.
04
Follow the guidelines for welding bridge components as specified in the document.
05
Ensure compliance with the quality control and inspection procedures outlined.
06
Refer to the specific sections that apply to the materials and welding processes you are using.
07
Document all relevant processes and inspections as required by the standard.
08
Review the appendices for additional information on standard practices and guidelines.

Who needs AASHTO/AWS D1.5/D1.5M:2010?

01
Architects involved in bridge design.
02
Engineers specializing in structural and civil engineering.
03
Contractors who are tasked with welding and construction of bridge components.
04
Inspectors responsible for quality assurance in bridge construction.
05
Licensing agencies that regulate bridge safety standards.
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People Also Ask about

The AWS D1. 5 Bridge Welding Code is specifically tailored for the welding of steel bridges and other structures. It outlines the requirements for design, fabrication, and inspection, ensuring that all welding practices meet high-quality standards that are crucial for structural integrity.
AWS D1. 1 covers material and design, fabrication, inspection, qualification, and reporting and recordkeeping as it pertains to structural steel fabrication and . Material and design requirements ensure the structural steel fabrication job gets off to the correct start.
AWS D1. 5 Bridge Welding Code is a pivotal standard set by the American Welding Society (AWS) that governs the welding of bridge structures. This code provides comprehensive guidelines, specifications, and best practices to ensure the safety, reliability, and longevity of welded components in bridges.
D1. 1 covers 1/8 of an inch and thicker whereas D1. 3 covers 3/16 of an inch and thinner.
5M D1. 5 2015 AMD1 Bridge Welding Code is a critical document in the field of civil engineering, specifically in the design and construction of bridges. This code encompasses the standards for welding practices and inspection in the fabrication and of steel bridges and other structures.
It's generally easier to perform welds on thinner materials than thicker materials. The main difference between D1. 1 and D1. 3 is the thickness range they cover.
Senior Certified Welding Inspector (SCWI) The SCWI credential is for experienced CWIs who have a deeper understanding of advanced NDE topics, quality systems, procedure qualifications, and other areas of expertise. The SCWI is the highest level of certification offered by AWS and recognized industry-wide.
The D1. 5 Endorsement is a specialized qualification for CWIs and SCWIs that focuses on the AWS D1. 5 code covering bridge welding. It demonstrates advanced knowledge and skills in specific subject areas such as material and design, fabrication, inspection, qualification, and reports and records.

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AASHTO/AWS D1.5/D1.5M:2010 is a specification for structural welding of steel bridges, published by the American Association of State Highway and Transportation Officials (AASHTO) and the American Welding Society (AWS).
Compliance with AASHTO/AWS D1.5/D1.5M:2010 is generally required for engineers, contractors, and fabricators involved in the design, construction, and inspection of steel bridges.
Filling out AASHTO/AWS D1.5/D1.5M:2010 involves following the guidelines and requirements specified within the document, including proper documentation of welding procedures, qualifications, and inspection records.
The purpose of AASHTO/AWS D1.5/D1.5M:2010 is to establish a set of standards for the welding of steel structures to ensure quality, safety, and performance of welds used in bridge construction.
Information that must be reported includes welding procedures, welder qualifications, inspection results, and any deviations from the established guidelines of the welding specification.
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