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NEIL ESHLEMAN BLDG. C0. <br />7 ���� �irocedure Specification <br />...`�rade 60 #6 Rebar <br />� <br />� <br />�� <br />3. <br />4. <br />$• <br />6. <br />7. <br />8. <br />9. <br />10. <br />11. <br />12. <br />Welding process <br />�daterial� other than A-615 Gr•ade 60 rebar <br />Joint design; other than minor changes in <br />Position <br />Thickness - #6 rebar inclusive <br />Filler metals <br />Time lapse - not restricted if interpass <br />maintained <br />Weld directiont horizontal only <br />Travel Speed of welding <br />Change in the type of current or amperage <br />�•� i�yLDER QUALIFICATION <br />Page 4 of 8 <br />Procedure WP-Ol <br />root openin� <br />temperature is <br />or voltage <br />i�elders qualified in accordance with WABO Standard 2�.00, Section <br />27•137 and this procedure. <br />This procedure was written and tested under AWS D1.4 and UBC 1979 <br />requirements, by A& R Welding, Testing & Training, Inc. The weld- <br />ing of this prucedure was done in accordance with AWS, UBC and <br />ii�0 codes by Mr. Ted Maddy of Glenns' Welding. <br />A & R, Ir1g. <br />-� <br />.� . <br />�:� <br />-= �1, j�� ��� <br />� - _ <br />� <br />J <br />�f <br />J <br />