Carolina Steel Corporation

P.O. Box 20888

Greensboro, NC 27420

Contact: Jerry Stobaugh

Phone: (336) 271-8208

Website:

Listed below are individual welding procedures for this company.

AWS JOINT DESIGNATION COMPANY PROCEDURE REVISION NUMBER MATERIAL SPECIFICATION WELDING PROCESS APPROVED DATE APPROVED BY - 1&2C7 - M270-GR 345 (A709 Grade 50) SMAW 10/20/2005 Nick Husting - 1&2C7FC - M270-GR 345 (A709 Grade 50) SMAW 03/27/2006 Nick Husting - 1&2C9 - M270-GR 345 (A709 Grade 50) SMAW 10/20/2005 Nick Husting - 1&2C9 FC - M270-GR 345 (A709 Grade 50) SMAW 06/12/2006 Nick Husting - 1&2C32 - M270-GR 345 (A709 Grade 50) SAW 10/20/2005 Nick Husting - 1&2C32 FC - A-36, A572, (A709-36,50), (M270-GR250,345) SAW 03/27/2006 Nick Husting - 1&2C33 - M270-GR 345 (A709 Grade 50) SAW 10/20/2005 Nick Husting - 1&2C33a - M270-GR 345 (A709 Grade 50) SAW 10/25/2005 Nick Husting - 1&2C34 - M270-GR 345 (A709 Grade50) FCAW 10/20/2005 Nick Husting - 1&2C43 - M270-GR 345 (A709 Grade50) SAW 10/28/2005 Nick Husting - 1&2C47 - M270-345 (A709 Grade 50) SAW 10/20/2005 Nick Husting - 1&2C48 - M270-GR 345 (A709 Grade 50) SAW 10/20/2005 Nick Husting - 1&2C60 - M270-GR50 SAW 02/3/2006 Nick Husting - 1&2C60 FC - M270-345 (A709-GR50) SAW 03/27/2006 Nick Husting - 1&2C62 FC - M270-345 (A709-GR50) SAW 06/12/2006 Nick Husting - 3C7 - M270-345W (A709 Grade 50W) SMAW 10/20/2005 Nick Husting - 3C8 - M270-GR 345W - A709 Grade 50W SMAW 03/27/2006 Nick Husting - 3C9 - M270-GR 345W (A709 Grade 50W) SMAW 10/20/2005 Nick Husting - 3C32 - M270-GR 345W (A709 Grade50W) SAW 10/20/2005 Nick Husting - 3C33 - M270-345W (A709 Grade 50W) SAW 10/20/2005 Nick Husting - 3C33A - A709-GR50W-345W (A588) SAW 03/27/2006 Nick Husting - 3C34 - M270-GR 345W (A709 Grade50W) FCAW 10/25/2005 Nick Husting - 3C43 - M270-345W (A709 Grade 50W) SAW 10/20/2005 Nick Husting - 3C47 - M270-345W (A709 Grade 50W) SAW 10/20/2005 Nick Husting - 3C48 - M270-345W (A709 Grade 50W) SAW 10/20/2005 Nick Husting - 3C49 - A709 Grade 50W - 345W SAW 2/24/2006 Nick Husting

AWS Weld Detail Legend

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Questions concerning shop welding procedures
should be directed to: Loren Risch, Bridge Design Engineer

This page was last updated on: January 5, 2009