HomeMy WebLinkAbout260 Chapel Road (2)r 1
C7
CD\^,.c•_—.L.;T DIVISION
IORT'c:PL-IJNS TMUS in:.AL_0AD ;VAL 21GFORD.CONNcC—LCi 06492• ,01)
Clie : _ ' tt c. Date: 08/04/99
1 i s St. Test: Ultrasonic Testing
Plainville, CT. 06062 Method Standard: AWS D1.1
Acceptance Standard: AWS D1.1
Project: GCR Truck Tire Center Report#: 41
REPORT OF ULTRASONIC TESTING
Decibels Defect Distance
E
o oo L L rz
cc
CL
Weld Identification: O CD C • a L L
Q IL J = J J J J J LL LL
a b c d
Butt weld splice in beam over
column at B.9/5 existing building
B n flange X 70 A 1-3 58 50 4 4 1 3.1 0.2 0.1 0-1
Ultrasonic Unit: USL-32/S.N. 211344 Technician: Chris Purinton h;Level:
11 rial: ASTM 572 or A36 Submitted By: Tri-State Materiafts,-.Testing Lab., Inc.' -
Remarks: Beal J. White_, E
Indication measured was only first of several found in both s
t • - ' ,'
flanges and web, all of which qualified as Class A/rejectable.