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HomeMy WebLinkAbout10-039 Lionshead UT reports (11-16 17-10) isi _ Inspection Specialfies Inc. Tel 303.358.0099 703 Centenniai Way Fax 303.317.6889 Bennett,Colorado 80102 technical@inspectionspeciaitiesinc.com REPORT OF ULTRASONIC EXAMINATION Client Western States Inspection Date 'f 1-16-10 Project Lions Head Parkinq Garage Job# 10-126 Quality Requirements ASTM E 164 Acceptance Standard AWS D1.1 Sec#ion 6 Procedure Gen UT 001 Reference Standard iIW-DSC Ultrasonic UnitUSM 25 Serial# Y2J959c Re�orted Ta WS! Materiaf A992 Thickness _500 -- Mode Shear Transducer Frequency 2.25 MHz Size .62 X .75 Angle 70° Method Contact Calibration Settings—Gain 49 Rejec# 0 Screen Dimension 10" Gate% 40_ Decibels Discontinuity °' � Distance a> > c � Weld o m a � � ° � L � = fdentificationl ci o � @ �° � � o �� � L � a ° � X >- � c� -o � � °�� � � �= w � � -a � v Location � � � � =a a� � ca a m a� � m c co � � � •� � o o, � oC..� Q � 5� c �',m o a�i � O o � tL I- +i � A B C D � Q � tn � cq li li IVorthwest Canopy � Shop Welds NW—T X - 70 A 1-2 - 49 - - - - - - - I�}W- B X - 70 A 1-2 - 49 - - - - - - - N E—T X - 70 A 1-2 - 49 - - - - - - - �1E-B X - 70 �1 1-2 - 49 - - - - - - - SW—T X - 70 A 1-2 - 49 - - - - - - - SW- B X - �o ,a 1-2 - as - - - - - - - SE—T X - 70 A 1-2 - 49 - - - - - - - SE-B X - 70 A 1-2 - 49 - - - - - - - Field Welds - NW Corner N-T X - 70 A 1-2 - 49 - - - - - - - IV-B X - 70 A 1-2 - 49 - - - - - - - S-T X - 70 A 1-2 - 49 - - - - - - - $-B X - 70 A 1-2 - 49 - - - - - - - The above welds were prepared and tested in accordance with the requirements of Section 6 of The American Welding Society D1.1 ( 2010 ), Structural Welding Code Steel. Techniciaa Michael J inow Level II Assistant N/A Level Reviewed By .i' _�� � Date �t° ` 1 t� _� - Cc;File,WSI Page 1 of 2 isi . Inspection Specialties Inc. Tel 303.356.0099 703 Centennial Way Fax 303.317.6889 Bennett, Colorado 80902 technical@inspectionspecialfiesinc.com REPORT OF ULTRASON[C EXAMINATION Client WVestern States Inspection Date 11-16-�0 Project Lionshead Parkinq Garaqe Job# 10-126 Quality RequirementsASTM E 164 Acceptance Standard AWS D1.1 Section 6 Proced�re Gen UT 001 Reference Standard IkW-DSC Ultrasoraic UnitUSM 25 Serial# Y2J959c Reported To WSI Material A992 Thickness .50�?�'' Mode Shear Transducer Frequency 2.25 MHz Size .62 X .75 AngIe70° Method Contact Calibration Settings—Gain 49 Reject Q Screen Dimension 10n Gate% 4� Decibels Discontinuiiy �' �, distance m > m Weld -� a� ¢ � � ° � � � � - Identificationl � o � � �° m � � � � � � ,� � x �- v� c� -� u�. � �� � � �� s co � � � o Location � � � � � m � m � ca rn � cII � N � � � �� � o m � �J Qti ; �� c rnN o �� O O � � F— LL � A B C I D J Q � rn � cn �i ti Fiefd Welds NE Carner � I�!-T X - 70 A 1-2 - 49 - ' - - - - - - (�j-B X - 70 A 9-2 - 49 - - - - - - - S-T X - 70 A 1-2 - 49 - - - - - - - �-B X - 70 A 1-2 - 49 - - - - - - - SW Corner IV-T X - 70 A 1-2 - 49 - - - - - - - l�-B X - 70 A 1-2 - 49 - - - - - - - S-T X - i 70 r� 9-2 - 49 - - - - - - - S-B X - 70 A 9-2 - 49 - - - - - - - SE Corner �1-T X - 70 A 1-2 - 49 - - I - - - - - N-B X - � 70 A 1-2 - 49 - - ( - - - - - S-T X - I 70 A 1-2 - 49 - - � - - - - - �-B X - � 70 A 1-2 - 49 - - f - - - - - i � The above welds were prepared and tested'm accordance with the requirements af Section 6 of'The American Welding Society D1.1 ( 2010 ),Structural Welding Code Steel. TecYuiician Michae inow Level II Assistant N/A Level Reviewed By � ����_ _ Date ( ( - l,{,�' /�'' Cc;File,�VSI Page 2 of 2 1Sl � Inspectic�n Specialties inc. Te! � � 303.356.OD�19 703 Centennia!Way Fax 303.317.68�9 Bennett, Colorado 80102 technica�@inspectianspeciattiesinc.cam �EI�ORT f}F ULTRASOiViC E�ANEl�A7'tQN Client Western States fnspection Date 11-17-1� Projeet Lions He�d Parkir�q Garage Job# 10-'�26 Quaiity Requirem�ntsASTM E 164 Acceptance Standard AWS D�.1 Section 6 ProceClure Gen UT 001 Reference Standard I1W-�SC Ultrascnic UnitUSM 25 Serial# Y2J959c Re�rted To U'JSl _ Materi�al A992 Thick�ess .500 Mode Shear Transdu�er Frequency 2.25 MHz Size .62 X .75 Angle70° Niethod Contact Calibration Settings—Gain 49 Reject Q Screen Dimension 1 d" Gate°!o 4�_ Decibefs �isconfinuit °' � Distance rn � c � Weld � a� � � � � � � � Q Id�ntificatian! c°3 0 � � �� y � Q � � �a s° �, x � Y � -a t� g �m �� �� � c� � � Y c� Lacation v y � � � � � � �� � � �q c m � � � N ' m o 07 � LL'_l Q!L � C' T3s� 7 n.� O O � �i ~ " � A B C D �' Q� c�n n u) ti ii Nortneast CanopY �hop UVelds RIVV--T X - 70 A 1-2 - 49 - - - - - - - I�S(V-B X - 70 A 1-2 - 49 - - - - - - - N�°T X - 70 A 1-2 - 49 - - - - - - - k�lE-B X - 70 A 'i-2 - 49 - - - - - - - SW—T X - 70 A 1-2 - 49 - - - - - - - SW-B X - 70 A ��2 - 49 - - - - - - - S�—T X - 70 A I 9-2 - 49 - - - - - - - SE-B X - 70 A 1-2 - 49 - - - - - - - Fleld Welcis � NW Corner N-T X - 70 A �-Z - 49 - - - - - - - �-B X - 7t? A 1-2 - 49 - - - - - - - 5-T � - 70 A 1-2 - 49 - - � - - - - - S-B X - 70 A 9-2 - 49 - - - - - - - Ti�e abo��e welds were prepared afld tes[ed in accordance 4vith the�•equiretuellts of Sect:oi�6 of Tlle American Welding Society I�1.1 ( 2�10 },Structfu-al��ve}di��g Code Steel. Technician �Lticl�ael- inorv LevelIf AssisTant N!4 Level _ Reviewed Bv r''y� Date g i• �,.�-—� ��.' Cc;File,WST. Page � of 2 - ��� fnspection Specialties Inc. Te{ 303.358.0099 703 Certennial Way Fax 303.317.6889 Bennett, Colorado 80102 technica�@inspectionspecialtiesinc_com REPORT OF ULTRASONIC EXAMINATION Client Western States Inspection Date 11-17-10 Project Lionshead Parkinq Garage Job# 10-126 Quality RequirementsASTM E 16� Acceptance Standard AWS D1.1 Section 6 Procedure Gen UT 001 Reference Standard IIW-DSC Ultrasa�nic UnitUSM 25 .Seria!# YZJ959c Re�rted To WSI _ Materi�l A992 Thickness .500 Mode Shear Transducer Frequency 2.25 MHz Size .62 X .75 Angie70° Method Contact Calibration Settings—Gain 49 Reject 0 Screen Dimension 10" Gate% 40_ Decibets Discontinui v u� Distance � ( � c � �/U2�Cj � � � f � � °_ c -� � Q lcientsfication! c°� o � � j �@ � � � � � � ,°�, x I >- Location � � � � � a � � � � a� � � � � � m � � a� m o � rn � �� Qu_ � � rn� � o_� O O � ti F`- u`. I � A B C D -� Q � t� o cn ti si Fielc�Welds yE :,orner I�-T X - 70 A 1-2 - 49 - - - - - f - - I�-B X - 70 A 1-2 - 49 - - i - - - - - �-T X - 70 A 1-2 - 49 - - - - - - - �-g X - 70 A 1-2 - 49 - - - - - - - SW Corner � P�-T X - 70 A 1-2 - 49 - - - - - 4 - - P�1-$ X - 70 A 1-2 - 49 - - - - - - - S-T X - 70 A 1-2 - 49 - - - - - j - - �-$ X - 70 A 1-2 - 49 - - - - - � - - SE Corner N-T X - 70 A 1-2 - 49 - - -. - - - - �j-6 X - 70 A i-2 - 49 - - - - - - - S-T X - 70 A 1-2 - 49 - - - - - - - S-B X - 70 A i-2 - 49 - - - - - � - - � 1 The above rn�elds�a�ere prepared avd tested in accordance with the requiren3ei�ts of Section 6 of I'}�e Ainerica;�Welding Society Di.l ( 20I0 j,Str-uctural Weldin�Code STeel. Technician Mich.aeL��ina�'�� r---' Leve! II :AssistanT I�IA Level Reviewed By �—��-'' I�ate ��— � ��— Cc;File,WSt Page 2 of 2