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Pipe Mill Cert.3" xxs pipe, 3-1/2" od.
Pipe Mill Cert.
3" xxs pipe, 3-1/2" od.Pipe Mill Cert.
3" xxs pipe, 3-1/2" od.
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Anchor Rod Mill Cert
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Anchor Rod Nut
Mill Cert
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Galvanizing of Weldmentsand washers
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1-1/4" Plate Mill CertA572-gr 50
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Welding Electrode Mill Cert
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WPS
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Welder Certification
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PROOF LOAD TEST REPORT
Client: Team Communications, LLC Date: September 23, 2011943 N. Acacia Drive Inland Project No.: 10-0500-15
Gilbert, Arizona 85233 Report No.: 01Client Project: ADOT Highline Canal Pump Specification: T- Mobile TowersProject Address: 5102 E. Ray Road Architect:
Phoenix, AZ 85044 Engineer: GPD GroupContractor: Team Communications
Client Project No.: Subcontractor: N/AClient P.O. No.: Superintendent: Mike Molenkopf
Page 1 of
SUMMMARY OF INSPECITON
Inland Engineering and Consulting, Inc. is pleased to provide this report of proof load testing on four (4) post-installedanchor rods on the 65’ monopole tower, ADOT Highline Canal Pump, PH30145F.
1.0 ScopePerform pull-out testing of post-installed anchor rods per Sheet N-1 of the project drawings.
2.0 Test Equipment2.1 Enerpac 60 ton model RCH 603 Hollow Core Ram and P80 Pump.2.2 10,000 PSI Crosby Gauge in 50 PSI graduations2.3 10,000 PSI Bar Gauge in 100 PSI graduations2.4 1.0” dial indicator in .001” graduations
3.0 Referenced Documents3.1 GPD Group testing procedure – Sheet N-1.3.2 ASTM E488-03, Strength of Anchors in Concrete and Masonry Elements.3.3 ASTM E4-07, Standard Practices for Force Verification of Testing Machines.
4.0 Conditioning4.1 Epoxy agents were allowed to cure according to manufacturers’ recommendations to achieve its full effective loadcapacity.
5.0 Test Specimens/Locations/Conditions5.1 Anchor rods – 1-3/4” diameter ASTM A1554 Grade 555.2 Epoxy – HILTI HIT – RE 500
5.3 Test system was calibrated prior to testing to ensure measuring capabilities within 2% of the maximum appliedload.5.4 Five percent initial load of target tension was applied to bring test system components into full bearing prior totesting.5.5 Loads were applied in increments of 15% of the target tension and maintained for 15 second intervals.5.6 Weather = sunny with calm winds, 88°F-94°F
6.0 Results6.1 See attached tables and photo
9847 N. 21st Avenue Phoenix, AZ 8502
Office: 602.944.840
Fax: 602.944.823
www.iec-inland.com
Hydraulic Pull Test
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Date: 09/23/2011Tower Description: ADOT Highline Canal PumpAnchor Rod Identification: Southeast
Pre test load/LBS Base Line Deflection/Inches 0 to .031None
Test Load Percentage Test Load / LBS Start Time End Time Displacement/Inches
5 4200 9:35:00 9:35:15 .00120 16,800 9:35:45 9:36:00 .004
35 29,400 9:36:30 9:36:45 .00850 42,000 9:37:15 9:37:30 .012
65 54,600 9:38:00 9:38:15 .014
80 67,200 9:38:45 9:39:00 .02495 79,800 9:39:30 9:39:45 .030100 84,000 9:40:15 9:40:30 .031
Deflection measurement after first test cycle .031
Displacement value after test cycle .006
Results: Acceptable
Test Technician: Bryan G. Burgoz
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Date: 09/23/2011
Tower Description: ADOT Highline Canal PumpAnchor Rod Identification: Southwest
Pre test load/LBS Base Line Deflection/Inches 0 to .037None
Test Load Percentage Test Load / LBS Start Time End Time Displacement/Inches
5 4200 9:51:00 9:51:15 .00420 16,800 9:51:45 9:52:00 .011
35 29,400 9:52:30 9:52:45 .01650 42,000 9:53:15 9:53:30 .020
65 54,600 9:54:30 9:54:45 .02580 67,200 9:55:30 9:55:45 .030
95 79,800 9:56:30 9:56:45 .036100 84,000 9:57:15 9:57:30 .037Deflection measurement after first test cycle .037
Displacement value after test cycle .005
Results: Acceptable
Test Technician: Bryan G. Burgoz
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Date: 09/23/2011
Tower Description: ADOT Highline Canal PumpAnchor Rod Identification: Northeast
Pre test load/LBS Base Line Deflection/Inches 0 to .040None
Test Load Percentage Test Load / LBS Start Time End Time Displacement/Inches
5 4200 10:08:00 10:08:15 .00420 16,800 10:09:00 10:09:15 .011
35 29,400 10:09:45 10:10:00 .01550 42,000 10:10:30 10:10:45 .023
65 54,600 10:11:15 10:11:30 .03080 67,200 10:12:00 10:12:15 .035
95 79,800 10:12:45 10:13:00 .039100 84,000 10:13:15 10:13:30 .040Deflection measurement after first test cycle .040
Displacement value after test cycle .002
Results: Acceptable
Test Technician: Bryan G. Burgoz
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Date: 09/23/2011
Tower Description: ADOT Highline Canal PumpAnchor Rod Identification: Northwest
Pre test load/LBS Base Line Deflection/InchesNone
Test Load Percentage Test Load / LBS Start Time End Time Displacement/Inches
5 4200 10:20:00 10:20:15 .00420 16,800 10:20:45 10:21:00 .011
35 29,400 10:21:30 10:21:45 .01550 42,000 10:22:30 10:22:45 .023
65 54,600 10:23:15 10:23:30 .030
80 67,200 10:24:00 10:24:15 .03595 79,800 10:24:45 10:25:00 .039100 84,000 10:25:15 10:25:30 .040
Deflection measurement after first test cycle .040
Displacement value after test cycle .001
Results: Acceptable
Test Technician: Bryan G. Burgoz
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nland Engineering & Consulting, Inc.
Photo #1
Anchor Rod Identification: SoutheastTest Configuration
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nland Engineering & Consulting, Inc.
Photo #2
Anchor Rod Identification: SoutheastTest Configuration
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nland Engineering & Consulting, Inc.
Photo #3
Anchor Rod Identification: SouthwestTest Configuration
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nland Engineering & Consulting, Inc.
Photo #4
Anchor Rod Identification: SouthwestTest Configuration
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nland Engineering & Consulting, Inc.
Photo #5
Anchor Rod Identification: NortheastTest Configuration
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nland Engineering & Consulting, Inc.
Photo #6
Anchor Rod Identification: NortheastTest Configuration
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nland Engineering & Consulting, Inc.
Photo #7
Anchor Rod Identification: NorthwestTest Configuration
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nland Engineering & Consulting, Inc.
Photo #8
Anchor Rod Identification: NorthwestTest Configuration
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nland Engineering & Consulting, Inc.
Photo #9
Typical Setup
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Rod Bore "A"Depth 62"
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Rod Bore "A"Diameter 2"
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Rod Bore "B"Depth 61"
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Rod Bore "B"Diameter 2"
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Rod Bore "C"Depth 61"
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Rod Bore "C"Diameter 2"
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Rod Bore "D"Depth 60"
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Rod Bore "D"Depth 60"
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Rod Bore "D"Diameter 2"
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Rod Bores "A" and "B"Drilling complete
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Rod Bores "C" and "D"Drilling Complete
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Empty Epoxy Kits
Hilti HIT500 RE
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Rod Bore "A"
Epoxy after top-fillsee note on inspection
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Rod Bore "A"
Before top fill
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Rod Bore "B"After Top-Fill
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Rod Bore "B"Before Top Fill
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Rod Bore "C"After Top Fill
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Rod Bore "C"
Before top fill
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Rod Bore "D"
After top fill
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Rod Bore "D"Before Top fill
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INVOICEDate
9/27/2011
Invoice #
11.09.4553
Bill To
Team Communication943 North Acacia DriveGilbert, AZ 85233
PROJECT INFORMATION
ADOT Highline Canal Pump5102 E Ray RdPhoenix, AZ
INLAND ENGINEERING & CONSULTING, INC.
9847 N. 21ST AVE.PHOENIX, AZ 85021
Customer PO/PM
Allen Harris
Payment Terms
Due on receipt
Due Date
9/27/2011
Project ID
10-0500-15
Total Invoice Amount
Total Due
Payments/Credits
Phone: 480-984-6615 Fax: 480-984-6623
Phone: 602.944.8403Fax: 602.944.8230
Thank You For Your Business. We Appreciate It!
DescriptionQuantity Unit Rate Amount
09/23/11: 01_Field Technician - Proof Load Testing, per quote1.00 412.00 412.00
$412.00
$412.00
$0.00
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