262458805-Reporte-Ut-Aws.pdf
Transcript of 262458805-Reporte-Ut-Aws.pdf
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8/17/2019 262458805-Reporte-Ut-Aws.pdf
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REPORTE DE INSPECCIÓN ULTRASÓNICA
ULTRASONIC INSPECTION REPORTFORM AH-UT
Repor Nº: AH-UT-CI-001-04
1 / 8 "
60°
1
2
3
1/8"
Custormer: G y M
Project: Demolicion y Reubicacion de
Facilidades Weld identification: Probeta PQR-002
Material Thickness: 11 mm
Weld joint AWS: A tope, calificada
Welding process: SMAW
Qualityrequeriments-section Nº:
AWS D1.1 – 2000
table 6.2
Remarks:
We the undersigned, certify that the statements in this are that the were prepared and tested in accordanceWith the requirements of section 6, Part F of ANSI/AWS D1.1 (2000) Structural Welding Code– Steel
Test date: 18-Oct-2004 Manufacturer or Contractor: .
Inspected by: Omar Pino Authorized:
L i n e n u m b e r
I n d i c a t i o n n u m b e r
T r a n s d u c t o r a n g
l e
F r o m
f a c e
L e g
Decibels Discontinuity
D i s c o n t i n u i t y e v a
l u a t i o n
Remarks
I n d i c a t i o n l e v e l
R e f e r e n c e
l e v e l
A t t e n u a t i o n
r a t i n g
I n d i c a t i o n
r a t i n g
L e n g t h ( m m )
A n g u l a r d i s t a n c e
( s o u n d p a t h )
D e p t h f r o m “ A ”
s u r f a c e
Distance
a b c d From X From Y
-------- ---- 70° A ---- --- ---- --- --- ---- ---- ---- ---- ---- ----- -----
Soldadura sin indicaciones relevantes, soldadura ACEPTABLE de acuerdo al codigo de acero estructural AWS D1.1-2000
Seccion IV tabla 6.2