Kansas Department of Transportation "...to provide a statewide transportation system to meet the needs of Kansas."
    
Quick Search
Advanced Search
 
General Categories
 
Business Services
 
Engineering Services
 
Bridge Office Information
 
Bridge Office Standards
 
Bridge Management

Shop Welding Procedures

Iron Works / PCI

13995 Industry Ave.
Becker, MN 55308
 
Listed below are individual welding procedures for this company.
 
AWS JOINT DESIGNATION COMPANY PROCEDURE REVISION NUMBER MATERIAL SPECIFICATION WELDING PROCESS APPROVED DATE APPROVED BY
-
WP-01
1

Table 3.1 Group I Materials: ≤ ¾" A709 GR 36(A36) and A500 Gr. B(Tube); A53 Gr. B(Pipe)
Table 3.1 Group II Materials: ≥ ¾" A709 Gr 36(A36) and A709 Gr. 50(A572);A709 Gr. 50W (A588) ≤ 4.0"

FCAW-G
6/26/2007
Kevin Collins
-
WP-02
1

Table 3.1 Group I Materials: ≤ ¾" A709 GR 36(A36) and A500 Gr. B(Tube); A53 Gr. B(Pipe)
Table 3.1 Group II Materials: ≥ ¾" A709 Gr 36(A36) and A709 Gr. 50(A572);A709 Gr. 50W (A588) ≤ 4.0"

FCAW
6/26/2007
Kevin Collins
-
SS-WP-01
1

Table 3.1 Group I Materials: ≤ ¾" A709 GR 36(A36)
Table 3.1 Group II Materials: ≥ ¾" A709 Gr 36(A36)

FCAW-G
6/26/2007
Kevin Collins
-
WP-03
1

Table 3.1 Group I Materials: ≤ ¾" A709 GR 36(A36) and A500 Gr. B(Tube); A53 Gr. B(Pipe)
Table 3.1 Group II Materials: ≥ ¾" A709 Gr 36(A36) and A709 Gr. 50(A572);A709 Gr. 50W (A588) ≤ 4.0"

FCAW-G
6/26/2007
Kevin Collins
-
WP-04
1

Table 3.1 Group I Materials: ≤ ¾" A709 GR 36(A36) and A500 Gr. B(Tube); A53 Gr. B(Pipe)
Table 3.1 Group II Materials: ≥ ¾" A709 Gr 36(A36) and A709 Gr. 50(A572);A709 Gr. 50W (A588) ≤ 4.0" C1015 Shear Stud Materials

STUD
6/26/2007
Kevin Collins
-
WP-05
1

Table 3.1 Group I Materials: ≤ ¾" A709 GR 36(A36) and A500 Gr. B(Tube); A53 Gr. B(Pipe)
Table 3.1 Group II Materials: ≥ ¾" A709 Gr 36(A36) and A709 Gr. 50(A572);A709 Gr. 50W (A588) ≤ 4.0"

FCAW
6/26/2007
Kevin Collins
-
WP-06
1

Table 3.1 Group I Materials: ≤ ¾" A709 GR 36(A36) and A500 Gr. B(Tube); A53 Gr. B(Pipe)
Table 3.1 Group II Materials: ≥ ¾" A709 Gr 36(A36) and A709 Gr. 50(A572);A709 Gr. 50W (A588) ≤ 4.0"

FCAW
6/26/2007
Kevin Collins
-
WP-07
1

Table 3.1 Group I Materials: ≤ ¾" A709 GR 36(A36) and A500 Gr. B(Tube); A53 Gr. B(Pipe)
Table 3.1 Group II Materials: ≥ ¾" A709 Gr 36(A36) and A709 Gr. 50(A572);A709 Gr. 50W (A588) ≤ 4.0"

FCAW-G
6/26/2007
Kevin Collins
-
WP-08
1

Table 3.1 Group I Materials: ≤ ¾" A709 GR 36(A36) and A500 Gr. B(Tube); A53 Gr. B(Pipe)
Table 3.1 Group II Materials: ≥ ¾" A709 Gr 36(A36) and A709 Gr. 50(A572);A709 Gr. 50W (A588) ≤ 4.0"

FCAW
6/26/2007
Kevin Collins
-
WP-09
1

Table 3.1 Group I Materials: ≤ ¾" A709 GR 36(A36) and A500 Gr. B(Tube); A53 Gr. B(Pipe)
Table 3.1 Group II Materials: ≥ ¾" A709 Gr 36(A36) and A709 Gr. 50(A572);A709 Gr. 50W (A588) ≤ 4.0"

FCAW
6/26/2007
Kevin Collins
-
WP-STUD REP/MAN. WELD
1

Table 3.1 Group I Materials: ≤ ¾" A709 GR 36(A36) and A500 Gr. B(Tube); A53 Gr. B(Pipe)
Table 3.1 Group II Materials: ≥ ¾" A709 Gr 36(A36) and A709 Gr. 50(A572);A709 Gr. 50W (A588) ≤ 4.0" C1015 Shear Stud Materials

FCAW
6/26/2007
Kevin Collins
-
WP-TCGN-REPAIR
1

Table 3.1 Group I Materials: ≤ ¾" A709 GR 36(A36) and A500 Gr. B(Tube); A53 Gr. B(Pipe)
Table 3.1 Group II Materials: ≥ ¾" A709 Gr 36(A36) and A709 Gr. 50(A572);A709 Gr. 50W (A588) ≤ 4.0"

FCAW
6/26/2007
Kevin Collins
 
 

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

This page was last updated on: July 16, 2007