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Concrete strength report
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Last modified
8/22/2023 3:26:22 PM
Creation date
10/4/2017 12:01:10 PM
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x Address Old
House Number
2240
Street Name
North Shore
Street Type
Drive
Address
2240 North Shore Drive
Document Type
Misc
PIN
1011723320019
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AELDER AND WELDING OPERATOR QIIALIFICATION TEST RECORD <br /> , <br /> REPORTED TO: Western Steel Erection DATE: March 12, 1990 <br /> Attn: Herman McClellan <br /> PO Box 575 <br /> Long Lake, MN 55356 <br /> Welder or Welding operator's name Rick Sutton <br /> Identification No. <br /> Welding Process SMAW Manual x Semiautomatic Machine <br /> Position 3G (Vertical Up) and 4G (Overhead) <br /> (Flat, Horizontal, Overhead, or Vertical -If Vertical, state uhether upuard or dounWard> <br /> In accordance with procedure specification no. n/a <br /> Material Specification ASTM:A36 <br /> Diameter and Wall Thickness (lf pip@) -otheruise, doint Thickness 1. 00�� <br /> Thickness Range this qualifies 0. 125" to Unlimited <br /> FILLER METAL <br /> specification No. AWS A5. 1 Ctassification No. E7018 F No. 4� <br /> Describe filler material (!f not covered by AUS Specification) ri/d <br /> Is Backing Strip used? Y A S <br /> Fitler Metal Diameter and Trade Name 1/8�� <br /> Flux for Submerged Arc or gas for Gas Metal Arc or Flux Covered Arc Ilelding I1/d <br /> VISUAL INSPECTION (9. 25. 1) <br /> Appearance Satisfaetorv Undercut Satisfactorv Piping Porosity Satisfaetory <br /> GUIDED BEND TEST RESULTS <br /> Type Result <br /> -1 i <br /> a i f r <br /> id - f r <br /> 4 -� � ' f r <br /> 4G-2 Side Satisfactor <br /> FILLET TEST RESULTS <br /> Appearance_ ri/d • Fillet Size <br /> Fracture Test Root Penetration Macroetch <br /> (Describe the location, nature and size of any crack or tearing of the specimen.) <br /> RADIOGRAPHIC TEST RESULTS <br /> Fitm Identification Results Remarks - <br /> n/a <br /> Test witnessed by WESTERN STEEL ERECTION Test no. <br /> per ' <br /> samples iested by: TWI CITY TE TING CORPORATION laboratory test no. 4142 90-0594V <br /> � ��� Test date MaY'Ch 12 , 1990 <br /> ue, the iridersigned, certify that the statements in thts record are correct ard that welds were prepared and tested in accordance <br /> uith the requirements of SC or p of AL1S D1.1, 1988, Structural Welding Code. <br /> Manufacturer or contractor WESTERN STEEL ERECTION <br /> � Authorized �, <br /> Date <br />
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