A02._Attachment_6.pdf
PDF 2 MB Posted
- Attached to
- Rope Access Rigging, Supervision, and NDT testing Federal contract opportunity
- Solicitation number
- W912P918T0031
About this file
Attachment 6 that is referenced in the Scope of Work
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Questions_and_Answers.pdf | ||
| Questions_and_Answers.pdf | ||
| A02._Attachment_2.pdf | ||
| A20._Wage_Determinations_Adams,_Ferry,_Garfield,_Grant,_Lincoln,_Whitman.pdf | ||
| A02._Attachment_4.pdf | ||
| A02._Attachment_3.pdf | ||
| A20._Wage_Determinations_Columbia.pdf | ||
| A20._Franklin&Benton_Wage_Determinations.pdf | ||
| A02._Scope_of_Work_for_FBO.pdf | ||
| A12._Combined_Synopsis_&_Solicitation.pdf | ||
| A02._Attachment_5.pdf | ||
| A02._Attachment_1.pdf |
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SCOPE OF WORK ATTACHMENT
Rope Access Rigging and Supervision and NDT testing of
Dam Spillway gates at Ice Harbor L&D, Little Goose L&D, Lower Granite L&D, and Lower
Monumental L&D
NDT Locations- Ice Harbor
Trunnion to strut and strut to girder locations shall have both flanges and webs tested.
Dam Spillway gates at
Photo of Trunnion - Ice Harbor
Dam Spillway gates at
Photo of Trunnion w/ NDT Locations- Ice Harbor
Dam Spillway gates at
Photo of Eye Bar w/ NDT Locations- Ice Harbor
Plate Behind Eye Bar
Dam Spillway gates at
Photo of Girder to Strut Connection w/ NDT Locations- Ice Harbor
Dam Spillway gates at
NDT Locations- Little Goose and Lower Granite
*Little Goose and Lower Granite joints are similar to Ice Harbor. No Trunnion Tie.
Dam Spillway gates at
NDT Locations- Lower Monumental Gate 7
Dam Spillway gates at
NDT Locations- Lower Monumental Gate 8
Dam Spillway gates at
Photo of Strut End Frames w/ NDT Locations - Lower Monumental Gate #7 (Both Sides of Gate)
Photo of Strut End Frames w/ NDT Locations - Lower Monumental Gate #8
Dam Spillway gates at
Potential NDT Location at the Girder Splice- Lower Monumental
Dam Spillway gates at
Standard NDT Form
Dam Spillway gates at
Dam Spillway gates at
Minimum Required Phased Array Reporting
CERTIFICATE OF INSPECTION
ULTRASONIC PHASED ARRAY
Date: 10/14/2013
WO #: N/A
Job No: N/A
Total Pages: 09
Client: HDR Location: LOWER GRANITE DAM
Street Address: 2365 IRON POINT ROAD SUITE 300 Contact: KENWARJIT .S. DOSANJH
City: FOLSOM State: CA Zip: 95630 Part No. GATE 02 RIGHT SIDE & LEFT SIDE
Description: PHASED ARRAY OF REJECTED INDICATIONS OF AWS D1.1 2001 & 2013
Ultrasonic Phased Array (PAUT) Inspection Specifications:
Contact: Longitudinal Wave PAUT Representation: A-scan (VC)S-scan
Shear Wave PAUT *VC – Volume Corrected B-scan (VC,M)B-scan
Immersion: Beam Steering *M – Merging All Angle Data C-scan (VC,M)C-scan
Beam Focusing Other: (Multigroup. Encoder, etc.).
Procedure: Specification/Code: Acceptance Criteria:
100-UT-013, Rev.00 CUSTOMER INFO CUSTOMER INFO
Equipment Instrument(s) Transducer(s): Wedge(s): Calibration Standard
Model S/N Cal. due Frequency ID S/N Type/ID Type S/N Description
OmniScan
MX
OMNI-
600009
11-26- 2013 5MHz 5L64-A2 J2173
SA2-N55S-
IHC
PACS 10173
.2” – 1.9”
Scan Setup Encoder
Type Encoder
S/N
Scan Resolutio n Scan Length Scan Offset
Index Offset
Sensitivity Calibration
Wedge Delay Calibration
HAND SCAN 0”
Setup Data Grou p Scan Type Angle Range Focal Point Reflector
Metal Travel Amplitude/dB
Gate Level DAC/TCG
1 SECTORIAL 45-70 32ELEMENT 1.20.” SDH T=2.15” 80%/27.1dB 10%
Cal. Check 1 Cal. Check 2 Cal. Check 3 Cal. Check 4
Time: 7:00 AM Time: Time: Time:
Additional Information (Surface Condition, etc.): Surface is clean and good for inspection.
Test Results: Quantity Inspected: N/A Quantity Rejected: N/A
Summary:
PLEASE SEE ATTACHED TABLE FOR FURTHER INFORMATION.
Sketch here or See Attached Documentation:
Phased Array Technicians & Date: 10-14-2013 Rudy Cruz-Ramirez Level II
Customer HDR / LOWER GRANITE
DAM
Observer:
EXAMPLE
Date: 10/14/2013
WO #: N/A
Job No: N/A
Total Pages: 09
GATE 02 RIGHT FRAME
2001 FLAW 01
PIER SIDE
2013 FLAW
02 NO PIER
Date: 10/14/2013
WO #: N/A
Job No: N/A
Total Pages: 09
RIGHT FRAME TOP STRUT TO TOP GIRDER FLANGE FLAW 01 NO PIER
Date: 10/14/2013
WO #: N/A
Job No: N/A
Total Pages: 09
RIGHT FRAME TOP STRUT TRUNION FLANGE FLAW 02 NO PIER
Date: 10/14/2013
WO #: N/A
Job No: N/A
Total Pages: 09
LOCATION AWS
D1.1
REJECT
TOP
OF
FLAW
BOTTOM
OF FLAW
FROM ID
FLAW
HEIGHT
DEPTH SOUND
PATH
SURFACE
PATH
START
FROM
0”
STOP
FROM
0”
LENGTH NOM
THICK
RIGHT
FRAME
FLAW 01
.873” 1.028” .155” .962” 1.720” .910” 5.6” 7.00” 1.4” 1.50”
FLAW 01
NO PIER PIER
WEB N/A
Date: 10/14/2013
WO #: N/A
Job No: N/A
Total Pages: 09
LOCATION AWS
D1.1
REJECT
TOP
OF
FLAW
BOTTOM
OF FLAW
FROM ID
FLAW
HEIGHT
DEPTH SOUND
PATH
SURFACE
PATH
START
FROM
0”
STOP
FROM
0”
LENGTH NOM
THICK
RIGHT
FRAME
FLAW 02
.941” 1.281” .340” 1.060” 1.848” .984” 7.4” 9.40” 2.0” 1.50”
FLAW 02
NO PIER PIER EXAMPLE
Date: 10/14/2013
WO #: N/A
Job No: N/A
Total Pages: 09
GATE 02 LEFT FRAME
2001 N/A
2013 FLAW 01
NO PIER
Date: 10/14/2013
WO #: N/A
Job No: N/A
Total Pages: 09
GATE 02 LEFT FRAME MID STRUT TRUNION FLANGE FLAW 01 NO PIER SIDE
Date: 10/14/2013
WO #: N/A
Job No: N/A
Total Pages: 09
NO PIER PIER
FLAW 01
LOCATION AWS
D1.1
REJECT
TOP
OF
FLAW
BOTTOM
OF FLAW
FROM ID
FLAW
HEIGHT
DEPTH SOUND
PATH
SURFACE
PATH
START
FROM
0”
STOP
FROM
0”
LENGTH NOM
THICK
LEFT
FRAME
FLAW 01
.873” 1.311” .438” 1.064” 2.066” 1.298” .2” 8.70” 8.5” 2.40”
| Attachment 6_NDT LOCATIONS_1 |
| Attachment 6_NDT LOCATIONS |
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