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Home My WebLink AboutUT Inspections CRDU�1In ENGINEERING CDNSULTRNTS Client Vail Resort Development Company Project: Ritz Carlton Residences-Shop Weld Identification: Bent Beam Splices 953 S.Frontage Rd.West,Suite 215 Material Thickness: 3/8"-3/4" Vail,CO 81657 Weld Joint AWS: B-U2-GF Job No.: 08-6502 Machine: 01 C5F0 Report No. 090324-1 Transducer: 0132JY Code and/or Specification Couplant: Ultragel II Tested to: AWS D1.1-06,Table 6.2 Frequency:2.25 MHz Attn Mr.Cody O'Kelly Ultrasonic Inspection Report Decibels Defect Line Defect Transducer Node Defect Reference Attenuate Defect Length Angular Depth From Distance Defect Remarks # Number Angle Level Level Factor Rating Distance "A"Surface From From Evaluation (Sound Path) "X" "Y" Part# 52A�863 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant To /Bottom Fln 52AL536 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant To /Bottom Fln 52AL850 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant To /Bottom Fln 52AL771 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Not tested Not tested due to access 52AL528 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant 2 To /Bottom/Web 52AL845 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant 2 To /Bottom Fln Notes: (1)*Use Node I or II (2)In order to attain"Rating d": (a)with instruments with Gain Control.Use the formula:a-b-c=d,(b)with instruments with Attentuation Control.Use formula:b-a-c=d (c)A+or-sign must accompany the"d"figure unless"d"is equal to zero (3)Distance from X is used in describing the location of a weld discontinuity in a direction perpendicular to the weld reference line. Unless this figure is zero. a+or-sign must accompany it. (4)Distance from Y is used in describing the location of a weld discontinuity in a direction parallel to the weld reference line. This figure is attained by measuring the distance from"Y"end of the weld to the beginning of said discontinuity. (5)Make separate report following repairs. Ilnspected by: Jason Palm,Level II I Corporate Office Gypsum Office 41 Inverness Dr East PO Box 464 Englewood,CO 80112 Gypsum,CO 81637 Tel:303-289-1989 Tel:970-524-0720 Fax:303-289-6742 Fax:970-524-0721 CRDU�1In ENGINEERING CDNSULTRNTS Client RCR Vail LLC Project: Ritz Carlton Residences-Shop Weld Identification: CJP Welds 953 S.Frontage Rd.West,Suite 215 Material Thickness: 3/8"-5/8" Vail,CO 81657 Weld Joint AWS: B-U2-GF Job No.: 08-6502 Machine: 0105F0 Report No. 090422-2,Pg. 1 of 2 Transducer: 0132JY Code and/or Specification Couplant: Ultragel II Tested to: AWS D1.1-08,Table 6.2 Frequency:2.25 MHz Attn Mr.Cody O'Kelly Ultrasonic Inspection Report Decibels Defect Line Defect Transducer Node Defect Reference Attenuate Defect Length Angular Depth From Distance Defect Remarks # Number Angle Level Level Factor Rating Distance "A"Surface From From Evaluation (Sound Path) "X" "Y" Part# 52A865 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant To Flan e 52A865 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant Btm Flan e 52AL414 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant To Flan e 52AL414 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant Btm Flan e 52AL895 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant To Flan e 52AL895 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant Btm Flan e 52AL629 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant To Flan e 52AL629 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant Btm Flan e 52AL666 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant To Flan e 52AL666 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant Btm Flan e 52AL666 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant Web 52AL426 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant To Flan e Notes: (1)`Use Node I or I I (2)In order to attain"Rating d": (a)with instruments with Gain Control.Use the formula:a-b-c=d,(b)with instruments with Attentuation Control.Use formula:b-a-c=d (c)A+or-sign must accompany the"d"figure unless"d"is equal to zero (3)Distance from X is used in describing the location of a weld discontinuity in a direction perpendicular to the weld reference line. Unless this figure is zero. a+or-sign must accompany it. (4)Distance from Y is used in describing the location of a weld discontinuity in a direction parallel to the weld reference line. This figure is attained by measuring the distance from"Y"end of the weld to the beginning of said discontinuity. (5)Make separate report following repairs. Ilnspected by: Jason Palm,Level II I Corporate Office Gypsum Office 41 Inverness Dr East PO Box 464 Englewood,CO 80112 Gypsum,CO 81637 Tel:303-289-1989 Tel:970-524-0720 Fax:303-289-6742 Fax:970-524-0721 CRDU�1In ENGINEERING CDNSULTRNTS Client RCR Vail LLC Project: Ritz Carlton Residences-Shop Weld Identification: CJP Welds 953 S.Frontage Rd.West,Suite 215 Material Thickness: 3/8"-5/8" Vail,CO 81657 Weld Joint AWS: B-U2-GF Job No.: 08-6502 Machine: 0105F0 Report No. 090422-2,Pg.2 of 2 Transducer: 0132JY Code and/or Specification Couplant: Ultragel II Tested to: AWS D1.1-08,Table 6.2 Frequency: 2.25 MHz Attn Mr.Cody O'Kelly Ultrasonic Inspection Report Decibels Defect Line Defect Transducer Node Defect Reference Attenuate Defect Length Angular Depth From Distance Defect Remarks # Number Angle Level Level Factor Rating Distance "A"Surface From From Evaluation (Sound Path "X" "Y" Part# 52AL350 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant To Flan e 52AL350 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant Btm Flan e 52AL871 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant To Flan e 52AL871 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant Btm Flan e 52A864 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant To Flan e 52A864 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant Btm Flan e 52AL817 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant To Flan e 52AL817 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant Btm Flan e 52A678 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant To Flan e 52A678 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant Btm Flan e 52A679 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant To Flan e 52A679 NA 70 I/II NA 51.6 NA NA NA NA NA NA NA Com liant Btm Flan e Notes: (1)`Use Node I or I I (2)In order to attain"Rating d": (a)with instruments with Gain Control.Use the formula:a-b-c=d,(b)with instruments with Attentuation Control.Use formula:b-a-c=d (c)A+or-sign must accompany the"d"figure unless"d"is equal to zero (3)Distance from X is used in describing the location of a weld discontinuity in a direction perpendicular to the weld reference line. Unless this figure is zero. a+or-sign must accompany it. (4)Distance from Y is used in describing the location of a weld discontinuity in a direction parallel to the weld reference line. This figure is attained by measuring the distance from"Y"end of the weld to the beginning of said discontinuity. (5)Make separate report following repairs. Ilnspected by: Jason Palm,Level II I Corporate Office Gypsum Office 41 Inverness Dr East PO Box 464 Englewood,CO 80112 Gypsum,CO 81637 Tel:303-289-1989 Tel:970-524-0720 Fax:303-289-6742 Fax:970-524-0721 CRDU�1In ENGINEERING CDNSULTRNTS Client RCR Vail LLC Project: Ritz-Shop Weld Identification: Bent Beam 953 S.Frontage Rd.West,Suite 215 Material Thickness: 5/16"-1/2" Vail,CO 81657 Weld Joint AWS: B-U2-GF Job No.: 08-6502 Machine: 0105F0 Report Nc 090429-3 Transducer: 0132JY Code and/or Specification Couplant: Ultragel II Tested to: AWS D1.1-08,Table 6.2 Frequency: 2.25 Mhz Attn Mr.Cody O'Kelly Ultrasonic Inspection Report Decibels Defect Line Defect Transducer Node Defect Reference Attenuate Defect Length Angular Depth From Distance Defect Remarks # Number Angle Level Level Factor Rating Distance "A"Surface From From Evaluation (Sound Path) "X" "Y" Part# 52AL819 NA 70 I/II NA 51.0 NA NA NA NA NA NA NA Com liant To Flan e 52AL819 NA 70 I/II NA 51.0 NA NA NA NA NA NA NA Com liant Btm Flan e 52AL819 NA 70 I/II NA 51.0 NA NA NA NA NA NA NA Com liant Web 52AL818 NA 70 I/II NA 51.0 NA NA NA NA NA NA NA Com liant Btm Flan e 52AL415 NA 70 I/II NA 51.0 NA NA NA NA NA NA NA Com liant Btm Flan e 52AL334 NA 70 I/II NA 51.0 NA NA NA NA NA NA NA Com liant To Flan e 52AL479 NA 70 I/II NA 51.0 NA NA NA NA NA NA NA Com liant To Flan e 52AL479 NA 70 I/II NA 51.0 NA NA NA NA NA NA NA Com liant Btm Flan e 52AL479 NA 70 I/II NA 51.0 NA NA NA NA NA NA NA Com liant Web 52AL430 NA 70 I/II NA 51.0 NA NA NA NA NA NA NA Com liant To Flan e 52AL430 NA 70 I/II NA 51.0 NA NA NA NA NA NA NA Com liant Btm Flan e Notes: (1)`Use Node I or I I (2)In order to attain"Rating d": (a)with instruments with Gain Control.Use the formula:a-b-c=d,(b)with instruments with Attentuation Control.Use formula:b-a-c=d (c)A+or-sign must accompany the"d"figure unless"d"is equal to zero (3)Distance from X is used in describing the location of a weld discontinuity in a direction perpendicular to the weld reference line. Unless this figure is zero. a+or-sign must accompany it. (4)Distance from Y is used in describing the location of a weld discontinuity in a direction parallel to the weld reference line. This figure is attained by measuring the distance from"Y"end of the weld to the beginning of said discontinuity. (5)Make separate report following repairs. Ilnspected by: Jason Palm,Level II I Corporate Office Gypsum Office 41 Inverness Dr East PO Box 464 Englewood,CO 80112 Gypsum,CO 81637 Tel:303-289-1989 Tel:970-524-0720 Fax:303-289-6742 Fax:970-524-0721 CRDU�1In ENGINEERING CDNSULTRNTS Client RCR Vail LLC Project: Ritz-Field Weld Identification: CJP Moments 953 S.Frontage Rd.West,Suite 215 Material Thickness: 3/4" Vail,CO 81657 Weld Joint AWS: B-U4A Job No.: 08-6502 Machine: OOCD23 Report Nc 090522-4 Transducer: OOVBN9 Code and/or Specification Couplant: Ultragel II Tested to: AWS D1.1-08,Table 6.2 Frequency: 225 Mhz Attn Mr.Cody O'Kelly Ultrasonic Inspection Report Decibels Defect Line Defect Transducer Node Defect Reference Attenuate Defect Length Angular Depth From Distance Defect Remarks # Number Angle Level Level Factor Rating Distance "A"Surface From From Evaluation (Sound Path) "X" "Y" Part# 1 NA 70 I/II NA 45.1 NA NA NA NA NA NA NA Com liant N.W.To Flan e 2 NA 70 I/II NA 45.1 NA NA NA NA NA NA NA Com liant N.W Bottom Flan e 3 NA 70 I/II NA 45.1 NA NA NA NA NA NA NA Com liant S.W To Flan e 4 NA 70 I/II NA 45.1 NA NA NA NA NA NA NA Com liant S.W.Bottom Flan e 5 NA 70 I/II NA 45.1 NA NA NA NA NA NA NA Com liant N.E.To Flan e 6 NA 70 I/II NA 45.1 NA NA NA NA NA NA NA Com liant N.E.Bottom Flan e Notes: (1)`Use Node I or I I (2)In order to attain"Rating d": (a)with instruments with Gain Control.Use the formula:a-b-c=d,(b)with instruments with Attentuation Control.Use formula:b-a-c=d (c)A+or-sign must accompany the"d"figure unless"d"is equal to zero (3)Distance from X is used in describing the location of a weld discontinuity in a direction perpendicular to the weld reference line. Unless this figure is zero. a+or-sign must accompany it. (4)Distance from Y is used in describing the location of a weld discontinuity in a direction parallel to the weld reference line. This figure is attained by measuring the distance from"Y"end of the weld to the beginning of said discontinuity. (5)Make separate report following repairs. Ilnspected by: I Corporate Office Gypsum Office 41 Inverness Dr East PO Box 464 Englewood,CO 80112 Gypsum,CO 81637 Tel:303-289-1989 Tel:970-524-0720 Fax:303-289-6742 Fax:970-524-0721 CRDU�1In ENGINEEFiING CDNSULTRNTS Client RCR Vail LLC Project: Ritz Carlton Residences-Field Weld Identification: CJP Beam Moment Connections 953 S. Frontage Rd.West,Suite 215 Material Thickness: 9/16" Vail,CO 81657 Weld Joint AWS: TC-U4a Job No.: 08-6502 Machine: OOCD23 Report No. 090717-5 Transducer: OOVBN9 Code and/or Specification AWS D1.1-2008 Couplant: Ultragel II Tested to: Table 6.2 Frequency: 2.25 MHz Attn Mr.Cody O'Kelly Ultrasonic Inspection Report Decibels Defect Line Defect Transducer Node Defect Reference Attenuate Defect Length Angular Depth From Distance Defect Remarks # Number Angle Level Level Factor Rating Distance "A"Surface From From Evaluation Sound Path "X" "Y" Part# NE corner-E cano N/A 70 I/II N/A 48.1 N/A N/A N/A N/A N/A N/A N/A UTOK West beam-Bottom flan e NE corner-E cano N/A 70 I/II N/A 48.1 N/A N/A N/A N/A N/A N/A N/A UTOK West beam-Top flan e NE corner-E cano N/A 70 I/II N/A 48.1 N/A N/A N/A N/A N/A N/A N/A UTOK South beam-Bottom flan e NE corner-E canop #1 70 I 52.1 48.1 2 +4 2 1/4 2.3 .427 0 0 Class A South beam-To flan e Notes: (1)*Use Node I or II (2)In order to attain"Rating d": (a)with instruments with Gain Control.Use the formula:a-b-c=d,(b)with instruments with Attentuation Control.Use formula:b-a-c=d (c)A+or-sign must accompany the"d"figure unless"d"is equal to zero (3)Distance from X is used in describing the location of a weld discontinuity in a direction perpendicular to the weld reference line. Unless this figure is zero. a+or-sign must accompany it. (4)Distance from Y is used in describing the location of a weld discontinuity in a direction parallel to the weld reference line. This figure is attained by measuring the distance from"Y"end of the weld to the beginning of said discontinuity. (5)Make separate report following repairs. Ilnspected by: Austin Nicodemus I Corporate Office Gypsum Offlce 41 Invemess Drive East PO Box 464,101A Airpark Dr#9 Englewood,CO 80112 Gypsum,CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Fax:(970)524 0721 CRDU�1In ENGINEERING CONSULTRNTS Client RCR Vail LLC Project: Ritz Carlton Residences-Field Weld Identification: CJP Beam Moment Connection 953 S.Frontage Rd.West,Suite 215 Material Thickness: 9/16" Vail,CO 81657 Weld Joint AWS: TC-U4a Job No.: 08-6502 Machine: OOCD23 Report No. 090721-6,Page 1 of 2 Transducer: OOVBN9 Code and/or Specification AWS D1.1-2008 Couplant: Ultragel II Tested to: Table 6.2 Frequency: 2.25 MHz Attn Mr.Cody O'Kelly Ultrasonic Inspection Report Decibels Defect Line Defect Transducer Node Defect Reference Attenuate Defect Length Angular Depth From Distance Defect Remarks # Number Angle Level Level Factor Rating Distance "A"Surface From From Evaluation (Sound Path) "X" "Y" Part# NNN/38 N.E. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A UTOK-Re-test South beam-To flan e NNN/38 S.E. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A UTOK North beam-To &bottom flan es NNN/38 S.E. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A UTOK West beam-To and bottom flan es NNN/38 S.W. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A UTOK East beam,To and bottom flan es NNN/38 S.W. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A UTOK North beam-To &bottom flan es NNN/38 N.W. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A UTOK South beam-To and bottom flan es NNN/38 N.W. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A UTOK East beam,To and bottom flan es NNN/31 N.E. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A UTOK West beam-To and bottom flan es NNN/31 N.E. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A UTOK South beam-To and bottom flan es NNN/31 S.E. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A UTOK North beam-To &bottom flan es NNN/31 S.E. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A UTOK West beam-To and bottom flan es NNN/31 S.W. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A UTOK East beam,To and bottom flan es Notes: (1)*Use Node I or II (2)In order to attain"Rating d": (a)with instruments with Gain Control.Use the formula:a-b-c=d,(b)with instruments with Attentuation Control.Use formula:b-a-c=d (c)A+or-sign must accompany the"d"figure unless"d"is equal to zero (3)Distance from X is used in describing the location of a weld discontinuity in a direction perpendicular to the weld reference line. Unless this figure is zero. a+or-sign must accompany it. (4)Distance from Y is used in describing the location of a weld discontinuity in a direction parallel to the weld reference line. This figure is attained by measuring the distance from"Y"end of the weld to the beginning of said discontinuity. (5)Make separate report following repairs. Ilnspected by: Austin Nicodemus I Corporate Office Gypsum Office 41 Inverness Dr East PO Box 464 Englewood,CO 80112 Gypsum,CO 81637 Tel:303-289-1989 Tel:970-524-0720 Fax:303-289-6742 Fax:970-524-0721 CRDUHn ENGINEEFiING CONSULTRNTS Client RCR Vail LLC Project: Ritz Cariton Residences-Field Weld Identification: CJP Beam Moment Connection 953 S.Frontage Rd.West,Suite 215 Material Thickness: 9/16" Vail,CO 81657 Weld Joint AWS: TC-U4a Job No.: 08-6502 Machine: OOCD23 Report No. 090721-6,Page 2 of 2 Transducer: OOVBN9 Code and/or Specification AWS D1.1-2008 Couplant: Ultragel II Tested to: Table 6.2 Frequency: 2.25 MHz Attn Mr.Cody O'Kelly Ultrasonic Inspection Report Decibels Defect Line Defect Transducer Node Defect Reference Attenuate Defect Length Angular Depth From Distance Defect Remarks # Number Angle Level Level Factor Rating Distance "A"Surtace From From Evaluation (Sound Path) "X" "Y" Part# NNN/31 S.W. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A Com liant North beam-Bottom flange NNN/31 S.W. N/A 70 I 48.4 45.4 2 +1 3 1/2 1.8 .479 0 0 Class A North beam,Top flan e NNN/31 N.W. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A UTOK South beam-To and bottom flan e NNN/31 N.W. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A UTOK East beam-Top and bottom flan e Notes: (1)'Use Node I or II (2)In order to attain"Rating d": (a)with instruments with Gain Control.Use the formula:a-b-c=d,(b)with instruments with Attentuation Control.Use formula:b-a-c=d (c)A+or-sign must accompany the"d"figure unless"d"is equal to zero (3)Distance from X is used in describing the location of a weld discontinuity in a direction perpendicular to the weld reference line. Unless this figure is zero. a+or-sign must accompany it. (4)Distance from Y is used in describing the location of a weld discontinuity in a direction parallel to the weld reference line. This figure is attained by measuring the distance from"Y"end of the weld to the beginning of said discontinuity. (5)Make separate report following repairs. Ilnspected by: Austin Nicodemus I Corporate Office Gypsum Office 41 Inverness Dr East PO Box 464 Englewood,CO 80112 Gypsum,CO 81637 Tel:303 289 1989 Tel:970-524-0720 Fax:303 289 6742 Fax:970-524-0721 CRDU�1In ENGINEERING CONSULTRNTS Client RCR Vail LLC Project: Ritz Carlton Residences-Field Weld Identification: CJP Beam Moment Connections 953 S.Frontage Rd.West,Suite 215 Material Thickness: 9/16" Vail,CO 81657 Weld Joint AWS: TC-U4a Job No.: 08-6502 Machine: OOCD23 Report No. 090724-7,Pg.1 of 2 Transducer: OOVBN9 Code and/or Specification AWS D1.1-2008 Couplant: Ultragel II Tested to: Table 6.2 Frequency: 2.25 MHz Attn Mr.Cody O'Kelly Ultrasonic Inspection Report Decibels Defect Line Defect Transducer Node Defect Reference Attenuate Defect Length Angular Depth From Distance Defect Remarks # Number Angle Level Level Factor Rating Distance "A"Surface From From Evaluation (Sound Path) "X" "Y" Part# Re-test, NNN/31 S.W. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A Com liant To flan e,north beam NNN/25,S.E. #1 70 II 49.4 45.4 2 +2 8 1.9 464 0 0 Class A To flan e,west beam NNN/25,S.E. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A Com liant Bottom flan e,west beam NNN/25,S.E. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A Com liant To flan e,north beam NNN/25,S.E. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A Com liant Bottom flan e,north beam NNN/25,N.E. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A Com liant To flan e,south beam NNN/25,N.E. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A Com liant Bottom flan e,south beam NNN/26,N.E. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A Com liant To flan e,west beam NNN/25,N.E. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A Com liant Bottom flan e,west beam NNN/25,N.W. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A Com liant To flan e,east beam NNN/25,N.W. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A Com liant Bottom flan e,east beam NNN/25,N.W. #2 70 III 54.9 45.4 6 +3 3 1/2 4.2 .344 0 4 1/2 Class A To flan e,south beam Notes: (1)*Use Node I or II (2)In order to attain"Rating d": (a)with instruments with Gain Control.Use the formula:a-b-c=d,(b)with instruments with Attentuation Control.Use formula:b-a-c=d (c)A+or-sign must accompany the"d"figure unless"d"is equal to zero (3)Distance from X is used in describing the location of a weld discontinuity in a direction perpendicular to the weld reference line. Unless this figure is zero. a+or-sign must accompany it. (4)Distance from Y is used in describing the location of a weld discontinuity in a direction parallel to the weld reference line. This figure is attained by measuring the distance from"Y"end of the weld to the beginning of said discontinuity. (5)Make separate report following repairs. Ilnspected by: Austin Nicodemus I Corporate Office Gypsum Office 41 Inverness Dr East PO Box 464 Englewood,CO 80112 Gypsum,CO 81637 Tel:303 289 1989 Tel:970-524-0720 Fax:303 289 6742 Fax:970-524-0721 CRDUHn ENGINEEFiING CONSULTRNTS Client RCR Vail LLC Project: Ritz Cariton Residences-Field Weld Identification: CJP Beam Moment Connections 953 S.Frontage Rd.West,Suite 215 Material Thickness: 9/16" Vail,CO 81657 Weld Joint AWS: TC-U4a Job No.: 08-6502 Machine: OOCD23 Report No. 090724-7,Pg.2 of 2 Transducer: OOVBN9 Code and/or Specification AWS D1.1-2008 Couplant: Ultragel II Tested to: Table 6.2 Frequency: 2.25 MHz Attn Mr.Cody O'Kelly Ultrasonic Inspection Report Decibels Defect Line Defect Transducer Node Defect Reference Attenuate Defect Length Angular Depth From Distance Defect Remarks # Number Angle Level Level Factor Rating Distance "A"Surtace From From Evaluation (Sound Path) "X" "Y" Part# NNN/25,N.W. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A Com liant Bottom flange,south beam NNN/25,S.W. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A Compliant Top flan e,north beam NNN/25,S.W. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A Com liant Bottom flan e,north beam NNN/25,S.W. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A Compliant Top flan e,east beam NNN/25,S.W. N/A 70 I/II N/A 45.4 N/A N/A N/A N/A N/A N/A N/A Com liant Bottom flan e,east beam Notes: (1)'Use Node I or II (2)In order to attain"Rating d": (a)with instruments with Gain Control.Use the formula:a-b-c=d,(b)with instruments with Attentuation Control.Use formula:b-a-c=d (c)A+or-sign must accompany the"d"figure unless"d"is equal to zero (3)Distance from X is used in describing the location of a weld discontinuity in a direction perpendicular to the weld reference line. Unless this figure is zero. a+or-sign must accompany it. (4)Distance from Y is used in describing the location of a weld discontinuity in a direction parallel to the weld reference line. This figure is attained by measuring the distance from"Y"end of the weld to the beginning of said discontinuity. (5)Make separate report following repairs. Ilnspected by: Austin Nicodemus I Corporate Office Gypsum Office 41 Inverness Dr East PO Box 464 Englewood,CO 80112 Gypsum,CO 81637 Tel:303 289 1989 Tel:970-524-0720 Fax:303 289 6742 Fax:970-524-0721 �ROUHn ENGINEERING CDNSULTRNTS Client RCR Vail LLC Project: Ritz Carlton Residences-Field Weld Identification: CJP Beam Moment Connection 953 S.Frontage Rd.West,Suite 215 Material Thickness: 9/16" Vail,CO 81657 Weld Joint AWS: TC-U4a Job No.: 08-6502 Machine: OOCD23 Report No. 090728-8 Transducer: OOVBN9 Code and/or Specification AWS D1.1-2008 Couplant: Ultragel II Tested to Table 6.2 Frequency:2.25 MHz Attn Mr.Cody O'Kelly Ultrasonic Inspection Report Decibels Defect Line Defect Transducer Node Defect Reference Attenuate Defect Length Angular Depth From Distance Defect Remarks # Number Angle Level Level Factor Rating Distance "A"Surface From From Evaluation (Sound Path) "X" "Y" Part# NNN/25,S.E. N/A 70 I/II N/A 46.4 N/A N/A N/A N/A N/A N/A N/A Re-Test Compliant To Flan e-West Beam NNN/25,N.W. N/A 70 I/II N/A 46.4 N/A N/A N/A N/A N/A N/A N/A Re-Test Compliant To Flan e-South Beam Notes: (1)'Use Node I ar II (2)In order to attain"Rating d": (a)with instruments with Gain Control.Use the formula:a-b-c=d,(b)with instruments with Attentuation Control.Use formula:b-a-c=d (c)A+or-sign must accompany the"d"figure unless"d"is equal to zero (3)Distance from X is used in describing the location of a weld discontinuity in a direction perpendicular to the weld reFerence line. Unless this figure is zero. a+or-sign must accompany it. (4)Distance from Y is used in describing the location of a weld discontinuity in a direction parallel to the weld reference line. This figure is attained by measuring the distance from"Y"end of the weld to the beginning of said discontinuity. (5)Make separate report following repairs. Ilnspected by: Austin Nicodemus I Corporate Office Gypsum Office 41 Inverness Dr East PO Box 464 Englewood,CO 80112 Gypsum,CO 81637 Tel:303 289 1989 Tel:970-524-0720 Fax:303 289 6742 Fax:970-524-0721 �ROUHn ENGINEERING CDNSULTRNTS Client RCR Vail LLC Project: Ritz Carlton Residences-Field Weld Identification: Beam Splice CJP 953 S.Frontage Rd.West,Suite 215 Material Thickness: 5/8" Vail,CO 81657 Weld Joint AWS: B-U4a Job No.: 08-6502 Machine: 01 RFW9 Report No. 090901-9 Transducer: OOVBN9 Code and/or Specification AWS D1.1-2008 Couplant: Ultragel II Tested to Table 6.2 Frequency:2.25 MHz Attn Mr.Cody O'Kelly Ultrasonic Inspection Report Decibels Defect Line Defect Transducer Node Defect Reference Attenuate Defect Length Angular Depth From Distance Defect Remarks # Number Angle Level Level Factor Rating Distance "A"Surface From From Evaluation (Sound Path) "X" "Y" Part# NNN.1/17.9 N/A 70 I/II N/A 50.5 N/A N/A N/A N/A N/A N/A N/A Com liant To Flan e NNN.1/17.9 N/A 70 I/II N/A 50.5 N/A N/A N/A N/A N/A N/A N/A Com liant Bottom Flan e Notes: (1)'Use Node I ar II (2)In order to attain"Rating d": (a)with instruments with Gain Control.Use the formula:a-b-c=d,(b)with instruments with Attentuation Control.Use formula:b-a-c=d (c)A+or-sign must accompany the"d"figure unless"d"is equal to zero (3)Distance from X is used in describing the location of a weld discontinuity in a direction perpendicular to the weld reFerence line. Unless this figure is zero. a+or-sign must accompany it. (4)Distance from Y is used in describing the location of a weld discontinuity in a direction parallel to the weld reference line. This figure is attained by measuring the distance from"Y"end of the weld to the beginning of said discontinuity. (5)Make separate report following repairs. Ilnspected by: Austin Nicodemus I Corporate Office Gypsum Office 41 Inverness Dr East PO Box 464 Englewood,CO 80112 Gypsum,CO 81637 Tel:303 289 1989 Tel:970-524-0720 Fax:303 289 6742 Fax:970-524-0721 �ROUHn ENGINEERING CDNSULTRNTS Client RCR Vail LLC Project: Ritz Carlton Residences-Field Weld Identification: CJP Moments on Clock Tower 953 S.Frontage Rd.West,Suite 215 Material Thickness: 3/8" Vail,CO 81657 Weld Joint AWS: TC-U4a Job No.: 08-6502 Machine: OOCD23 Report No. 090916-10,Page 1 of 2 Transducer: OOVBN9 Code and/or Specification AWS D1.1-2008 Couplant: Ultragel II Tested to Table 6.2 Frequency:2.25 MHz Attn Mr.Cody O'Kelly Ultrasonic Inspection Report Decibels Defect Line Defect Transducer Node Defect Reference Attenuate Defect Length Angular Depth From Distance Defect Remarks # Number Angle Level Level Factor Rating Distance "A"Surface From From Evaluation (Sound Path) "X" "Y" Part# SE corner 1 70 III 51.0 49.3 4 -2 2 1/2 3.0 .299 -1/16 0 Class A West beam to flan e SE corner N/A 70 I/II N/A 49.3 N/A N/A N/A N/A N/A N/A N/A Com liant West beam bottom flan e SE corner 2 70 II 44.8 49.3 1 -5 2 3/4 1.6 .203 -1/4 4 Class A North beam to flan e SE corner 3 70 II 55.3 49.3 2 +4 1 3/8 1.9 .085 -3/8 1 1/4 Class A North beam to flan e SE corner N/A 70 I/II N/A 49.3 N/A N/A N/A N/A N/A N/A N/A Com liant North beam bottom flan e NE corner 4 70 III 55.8 49.3 4 +2 1 3/8 3.0 .309 0 0 Class A South beam to flan e NE corner N/A 70 I/II N/A 49.3 N/A N/A N/A N/A N/A N/A N/A Com liant South beam bottom flan e NE corner N/A 70 I/II N/A 49.3 N/A N/A N/A N/A N/A N/A N/A Com liant West beam to flan e NE corner N/A 70 I/II N/A 49.3 N/A N/A N/A N/A N/A N/A N/A Com liant West beam bottom flan e NW corner N/A 70 I/II N/A 49.3 N/A N/A N/A N/A N/A N/A N/A Com liant East beam to flan e NW corner 5 70 II 53.8 49.3 1 +3 1 3/4 1.6 .178 0 4 1/8 Class A S beam to flan e NW corner 6 70 II 50.3 49.3 2 -1 2 2.2 .030 0 4 3/4 Class A East beam bottom flan e Notes: (1)'Use Node I ar II (2)In order to attain"Rating d": (a)with instruments with Gain Control.Use the formula:a-b-c=d,(b)with instruments with Attentuation Control.Use formula:b-a-c=d (c)A+or-sign must accompany the"d"figure unless"d"is equal to zero (3)Distance from X is used in describing the location of a weld discontinuity in a direction perpendicular to the weld reFerence line. Unless this figure is zero. a+or-sign must accompany it. (4)Distance from Y is used in describing the location of a weld discontinuity in a direction parallel to the weld reference line. This figure is attained by measuring the distance from"Y"end of the weld to the beginning of said discontinuity. (5)Make separate report following repairs. Ilnspected by: Austin Nicodemus I Corporate Office Gypsum Office 41 Inverness Dr East PO Box 464 Englewood,CO 80112 Gypsum,CO 81637 Tel:303 289 1989 Tel:970-524-0720 Fax:303 289 6742 Fax:970-524-0721 �ROUHn ENGINEERING CDNSULTRNTS Client RCR Vail LLC Project: Ritz Carlton Residences-Field Weld Identification: CJP Moments on Clock Tower 953 S.Frontage Rd.West,Suite 215 Material Thickness: 3/8" Vail,CO 81657 Weld Joint AWS: TC-U4a Job No.: 08-6502 Machine: OOCD23 Report No. 090916-10,Page 2 of 2 Transducer: OOVBN9 Code and/or Specification AWS D1.1-2008 Couplant: Ultragel II Tested to Table 6.2 Frequency:2.25 MHz Attn Mr.Cody O'Kelly Ultrasonic Inspection Report Decibels Defect Line Defect Transducer Node Defect Reference Attenuate Defect Length Angular Depth From Distance Defect Remarks # Number Angle Level Level Factor Rating Distance "A"Surface From From Evaluation (Sound Path) "X" "Y" Part# NW corner N/A 70 I/II N/A 49.3 N/A N/A N/A N/A N/A N/A N/A Com liant South beam bottom flan e NW corner N/A 70 I/II N/A 49.3 N/A N/A N/A N/A N/A N/A N/A Com liant East beam to flan e SW corner N/A 70 I/II N/A 49.3 N/A N/A N/A N/A N/A N/A N/A Com liant North beam to flan e SW corner N/A 70 I/II N/A 49.3 N/A N/A N/A N/A N/A N/A N/A Com liant North beam bottom flan e SW corner N/A 70 I/II N/A 49.3 N/A N/A N/A N/A N/A N/A N/A Com liant East beam to flan e SW corner N/A 70 I/II N/A 49.3 N/A N/A N/A N/A N/A N/A N/A Com liant East beam bottom flan e Notes: (1)'Use Node I ar II (2)In order to attain"Rating d": (a)with instruments with Gain Control.Use the formula:a-b-c=d,(b)with instruments with Attentuation Control.Use formula:b-a-c=d (c)A+or-sign must accompany the"d"figure unless"d"is equal to zero (3)Distance from X is used in describing the location of a weld discontinuity in a direction perpendicular to the weld reFerence line. Unless this figure is zero. a+or-sign must accompany it. (4)Distance from Y is used in describing the location of a weld discontinuity in a direction parallel to the weld reference line. This figure is attained by measuring the distance from"Y"end of the weld to the beginning of said discontinuity. (5)Make separate report following repairs. Ilnspected by: Austin Nicodemus I Corporate Office Gypsum Office 41 Inverness Dr East PO Box 464 Englewood,CO 80112 Gypsum,CO 81637 Tel:303 289 1989 Tel:970-524-0720 Fax:303 289 6742 Fax:970-524-0721 �ROUHn ENGINEERING CDNSULTRNTS Client RCR Vail LLC Project: Ritz Carlton Residences-Field Weld Identification: CJP Beam to Column&Beam-to-Beam 953 S.Frontage Rd.West,Suite 215 Material Thickness: 3.75 Vail,CO 81657 Weld Joint AWS: TC-U4a and B-U4a Job No.: 08-6502 Machine: USN58L,01386M Report No. 090922-11 Transducer: 01 BWRF Code and/or Specification AWS D1.1-2008 Couplant: Ultragel II Tested to: Table 6.2 Frequency:2.25 MHz Attn Mr.Cody O'Kelly Ultrasonic Inspection Report Decibels Defect Line Defect Transducer Node Defect Reference Attenuate Defect Length Angular Depth From Distance Defect Remarks # Number Angle Level Level Factor Rating Distance "A"Surface From From Evaluation (Sound Path) "X" "Y" Part# SE corner 1 R 70 I/II N/A 54.7 N/A N/A N/A N/A N/A N/A N/A Com liant To flan e re air SE corner 2R 70 I/II N/A 54.7 N/A N/A N/A N/A N/A N/A N/A Com liant To flan e re air SE corner 3R 70 I/II N/A 54.7 N/A N/A N/A N/A N/A N/A N/A Com liant To flan e re air NE corner 4R 70 I/II N/A 54.7 N/A N/A N/A N/A N/A N/A N/A Com liant To flan e re air NW corner 5R 70 I/II N/A 54.7 N/A N/A N/A N/A N/A N/A N/A Com liant To flan e re air NW corner 6R 70 I/II N/A 54.7 N/A N/A N/A N/A N/A N/A N/A Com liant Bottom flan e re air 2-55/EEE7 N/A 70 I/II N/A 54.7 N/A N/A N/A N/A N/A N/A N/A Com liant To flan e,NW 1.55/EEE7 N/A 70 I/II N/A 54.7 N/A N/A N/A N/A N/A N/A N/A Com liant Bottom flan e,NW 1.55/EEE7 N/A 70 I/II N/A 54.7 N/A N/A N/A N/A N/A N/A N/A Com liant To flan e,SW 1.55/EEE7 N/A 70 I/II N/A 54.7 N/A N/A N/A N/A N/A N/A N/A Com liant Bottom flan e,SW Notes: (1)'Use Node I ar II (2)In order to attain"Rating d": (a)with instruments with Gain Control.Use the formula:a-b-c=d,(b)with instruments with Attentuation Control.Use formula:b-a-c=d (c)A+or-sign must accompany the"d"figure unless"d"is equal to zero (3)Distance from X is used in describing the location of a weld discontinuity in a direction perpendicular to the weld reFerence line. Unless this figure is zero. a+or-sign must accompany it. (4)Distance from Y is used in describing the location of a weld discontinuity in a direction parallel to the weld reference line. This figure is attained by measuring the distance from"Y"end of the weld to the beginning of said discontinuity. (5)Make separate report following repairs. Ilnspected by: Gary S.Lee,Level II I Corporate Office Gypsum Office 41 Inverness Dr East PO Box 464 Englewood,CO 80112 Gypsum,CO 81637 Tel:303 289 1989 Tel:970-524-0720 Fax:303 289 6742 Fax:970-524-0721 CRDUI1In ENGINEERING C�NSULTRNTS Client RCR Vail LLC Project: Ritz Carlton Residences-Field Weld Identification: CJP Beam Splice 953 S.Frontage Rd.West,Suite 215 Material Thickness: 11/16" Vail,CO 81657 Weld Joint AWS: B-U4a Job No.: 08-6502 Machine: OOCD23 Report No. 090928-12 Transducer: OOVBN9 Code and/or Specification AWS D1.1-2008 Couplant: Ultragel II Tested to: Table 6.2 Frequency:2.25 MHz Attn Mr.Cody O'Kelly Ultrasonic Inspection Report Decibels Defect Line Defect Transducer Node Defect Reference Attenuate Defect Length Angular Depth From Distance Defect Remarks # Number Angle Level Level Factor Rating Distance "A"Surface From From Evaluation (Sound Path) "X" "Y" Part# 22/1.6 N/A 70 I/II N/A 49.9 N/A N/A N/A N/A N/A N/A N/A Compliant Top flange 22/1.6 N/A 70 I/II N/A 49.9 N/A N/A N/A N/A N/A N/A N/A Compliant Bottom flange Notes: (1)'Use Node I or II (2)In order to attain"Rating d": (a)with instruments with Gain Control.Use the formula:a-b-c=d,(b)with instruments with Attentuation Control.Use formula:b-a-c=d (c)A+or-sign must accompany the"d"figure unless"d"is equal to zero (3)Distance from X is used in describing the location of a weld discontinuity in a direction perpendicular to the weld reference line. Unless this figure is zero. a+or-sign must accompany it. (4)Distance from Y is used in describing the location of a weld discontinuity in a direction parallel to the weld reference line. This figure is attained by measuring the distance from"Y"end of the weld to the beginning of said discontinuity. (5)Make separate report following repairs. Ilnspected by: Austin Nicodemus I Corporate Office Gypsum Office 41 Inverness Dr East PO Box 464 Englewood,CO 80112 Gypsum,CO 81637 Tel:303 289 1989 Tel:970-524-0720 Fax:303 289 6742 Fax:970-524-0721 CRDU�1In ENGINEERING CONSULTRNTS Client RCR Vail LLC Project: Ritz Carlton Residences-Field Weld Identification: CJP Beam Splice 953 S.Frontage Rd.West,Suite 215 Material Thickness: 3/4" Vail,CO 81657 Weld Joint AWS: B-U4a Job No.: 08-6502 Machine: OOCD23 Report No. 091009-13 Transducer: OOVBN9 Code and/or Specification AWS D1.1-2008 Couplant: Ultragel II Tested to: Table 6.2 Frequency: 2.25 MHz Attn Mr.Cody O'Kelly Ultrasonic Inspection Report Decibels Defect Line Defect Transducer Node Defect Reference Attenuate Defect Length Angular Depth From Distance Defect Remarks # Number Angle Level Level Factor Rating Distance "A"Surface From From Evaluation (Sound Path) "X" "Y" Part# Z.5/16.7 N/A 70 I/II N/A 48.8 N/A N/A N/A N/A N/A N/A N/A Com liant To flan e Z.5/16.7 N/A 70 I/II N/A 48.8 N/A N/A N/A N/A N/A N/A N/A Com liant Bottom flan e J.5/23.7 N/A 70 I/II N/A 48.8 N/A N/A N/A N/A N/A N/A N/A Com liant To flan e J.5/23.7 N/A 70 I/II N/A 48.8 N/A N/A N/A N/A N/A N/A N/A Com liant Bottom flan e Notes: (1)*Use Node I or II (2)In order to attain"Rating d": (a)with instruments with Gain Control.Use the formula:a-b-c=d,(b)with instruments with Attentuation Control.Use formula:b-a-c=d (c)A+or-sign must accompany the"d"figure unless"d"is equal to zero (3)Distance from X is used in describing the location of a weld discontinuity in a direction perpendicular to the weld reference line. Unless this figure is zero. a+or-sign must accompany it. (4)Distance from Y is used in describing the location of a weld discontinuity in a direction parallel to the weld reference line. This figure is attained by measuring the distance from"Y"end of the weld to the beginning of said discontinuity. (5)Make separate report following repairs. Ilnspected by: Austin Nicodemus,Level II I Corporate Office Gypsum Office 41 Inverness Dr East PO Box 464 Englewood,CO 80112 Gypsum,CO 81637 Tel:303-289-1989 Tel:970-524-0720 Fax:303-289-6742 Fax:970-524-0721