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Watson Bowman Acme Corp.

95 Pineview Drive

Amherst, NY 14228

Fax: (716) 691-9239

Phone: (716)691-8162 ext. 301

Listed below are individual welding procedures for this company.

AWS JOINT DESIGNATION	COMPANY PROCEDURE	REVISION NUMBER	MATERIAL SPECIFICATION	WELDING PROCESS	APPROVED DATE	APPROVED BY
-	GMAW-01	5	ASTM:A709GR250,345,&345W;A36,A572,A588(REF.AWS D1.5:2002,SECT.1.2&5.4)	GMAW	1/4/2007	Steve Colgrove
-	GMAW-02	3	ASTM:A709GR250,345,&345W;A36,A572,A588(REF.AWS D1.5:2002,SECT.1.2&5.4)	GMAW	1/4/2007	Steve Colgrove
-	GMAW-02BB	0	A588 TO A588	GMAW	1/4/2007	Steve Colgrove
-	GMAW-03	3	ASTM:A709GR250,345,&345W;A36,A572,A588(REF.AWS D1.5:2002,SECT.1.2&5.4)	GMAW	1/4/2007	Steve Colgrove
-	GMAW-04	3	ASTM:A709GR250,345,&345W;A36,A572,A588(REF.AWS D1.5:2002,SECT.1.2&5.4)	FCAW	1/4/2007	Steve Colgrove
-	GMAW-05	3	ASTM:A709GR250,345,&345W;A36,A572,A588(REF.AWS D1.5:2002,SECT.1.2&5.4)	FCAW	1/4/2007	Steve Colgrove
-	GMAW-06	3	ASTM:A709GR250,345,&345W;A36,A572,A588(REF.AWS D1.5:2002,SECT.1.2&5.4)	FCAW	1/4/2007	Steve Colgrove
-	GMAW-07	5	ASTM:A709GR250,345,&345W;A36,A572,A588(REF.AWS D1.5:2002,SECT.1.2&5.4)	FCAW	1/4/2007	Steve Colgrove
-	GMAW-08	5	ASTM:A709GR250,345,&345W;A36,A572,A588(REF.AWS D1.5:2002,SECT.1.2&5.4)	FCAW	1/4/2007	Steve Colgrove
-	GMAW-09	6	ASTM:A709GR250,345,&345W;A36,A572,A588(REF.AWS D1.5:2002,SECT.1.2&5.4)	FCAW	1/4/2007	Steve Colgrove
-	GMAW-10	6	ASTM:A709GR250,345,&345W;A36,A572,A588(REF.AWS D1.5:2002,SECT.1.2&5.4)	FCAW	1/4/2007	Steve Colgrove
-	GMAW-11	7	ASTM:A709GR250,345,&345W;A36,A572,A588(REF.AWS D1.5:2002,SECT.1.2&5.4)	FCAW	1/4/2007	Steve Colgrove
-	GMAW-12	4	ASTM: A240 TYPE 304(3GAUGE-16GAUGE)TOA36,A500,A572,A588	FCAW	1/4/2007	Steve Colgrove
-	GMAW-12A	1	ASTM: A240 TYPE 304(5GAUGE-17GAUGE)TOA36,A500,A572,A588	GMAW	1/4/2007	Steve Colgrove
-	GMAW-13	0	ASTM:A709GR250,345,&345W;A36,A572,A588(REF.AWS D1.5:2002,SECT.1.2&5.4)	GMAW	1/4/2007	Steve Colgrove
-	GMAW-CBS01	0	A588 TO A588	GMAW	1/4/2007	Steve Colgrove
-	GMAW-CBS02	0	A588 TO A588	GMAW	1/4/2007	Steve Colgrove

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 24, 2007