Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215649 DEA: 043G4884 EFIS: 0412000088
QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-92-R14.4/R18.8
Work Description: CLEAN AND PAINT STEEL BRIDGE TOWERS, REPLACE HIGH STRENGTH BOLTS.
Location Description: SAN MATEO COUNTY IN FOSTER CITY FROM SAN MATEO-HAYWARD BRIDGE TO ALAMEDA COUNTY LINE
Contractor Name: Cekra, Inc. (Nash Hale)
Contractor Address: PO Box 7964, Wilmington, NC 28406
Resident Engineer: Kingston Atako Structure Rep.: Stanley Ku
DIME Sample ID: 2023-04-18-105
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Per Request
Type of Material: SMTL TM3 - Fastener Assembly
Sample Taken Date: 04/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/20/2023
The quantity of what the sample constitutes: 3
A brief description of the sample: A325 Bolt
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
Rocap Number(s):
Heat Number(s):
Nut Mfg. Lot Number(s):
Washer Mfg. Lot Number(s):
Bolt Specification: A325 Bolt
Bolt Length(s): 2.75 - 4.5
Nut Specification: NA
Washer Specification: NA
Finish:
Diameter/Size:
Bolt Mfg. Lot Number:
Rocap Test Requirement(s):
Lubricant Requirements(s):
DIME Test ID: 2023-04-18-105-1
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/15/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge Pier 20N
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 1A | NA | 1.0000 | 85162 | 378.82 | 10.00 | A325 wedge Pier 20N | rmacias |
| |
|
UTM
|
450kip
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Temperature
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no data
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DIME Test ID: 2023-04-18-105-2
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/15/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge tensile Pier 20N
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 2A | NA | 0.8750 | 66023 | 293.69 | 10.00 | A325 wedge tensile Pier 20N | rmacias |
| |
|
UTM
|
450kip
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|
Temperature
|
no data
|
DIME Test ID: 2023-04-18-105-3
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/15/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge tensile Pier 20N threads stipped out
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 3A | NA | 0.8750 | 63717 | 283.43 | 10.00 | A325 wedge tensile Pier 20N threads stipped o | rmacias |
| |
|
UTM
|
450kip
|
|
Temperature
|
no data
|
DIME Test ID: 2023-04-18-105-4
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/15/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge tesile Pier20 S
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 1A | NA | 1.0000 | 84760 | 377.03 | 10.00 | A325 wedge tesile Pier20 S | rmacias |
| |
|
UTM
|
450kip
|
|
Temperature
|
no data
|
DIME Test ID: 2023-04-18-105-5
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/15/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge Tensile Pier 20 S
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 2A | NA | 0.8750 | 63700 | 283.35 | 10.00 | A325 wedge Tensile Pier 20 S | rmacias |
| |
|
UTM
|
450kip
|
|
Temperature
|
no data
|
DIME Test ID: 2023-04-18-105-6
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/15/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge tesile Pier20 S
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 3A | NA | 0.8750 | 64998 | 289.12 | 10.00 | A325 wedge tesile Pier20 S | rmacias |
| |
|
UTM
|
450kip
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Temperature
|
no data
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DIME Test ID: 2023-04-18-105-7
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/15/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge tensile Pier 17 N
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 1A | NA | 0.8750 | 62536 | 278.17 | 10.00 | A325 wedge tensile Pier 17 N | rmacias |
| |
|
UTM
|
450kip
|
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Temperature
|
no data
|
DIME Test ID: 2023-04-18-105-8
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/15/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge tensile Pier 17 N
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 2A | NA | 0.8750 | 62845 | 279.55 | 10.00 | A325 wedge tensile Pier 17 N | rmacias |
| |
|
UTM
|
450kip
|
|
Temperature
|
no data
|
DIME Test ID: 2023-04-18-105-9
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/15/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge tensile Pier 17 N
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 3A | NA | 0.8750 | 63068 | 280.54 | 10.00 | A325 wedge tensile Pier 17 N | rmacias |
| |
|
UTM
|
450kip
|
|
Temperature
|
no data
|
DIME Test ID: 2023-04-18-105-10
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/15/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge tensile Pier 17 S
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 1A | NA | 0.8750 | 64113 | 285.19 | 10.00 | A325 wedge tensile Pier 17 S | rmacias |
| |
|
UTM
|
450kip
|
|
Temperature
|
no data
|
DIME Test ID: 2023-04-18-105-11
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/15/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge tensile Pier 17 S
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 2A | NA | 0.8750 | 63319 | 281.66 | 10.00 | A325 wedge tensile Pier 17 S | rmacias |
| |
|
UTM
|
450kip
|
|
Temperature
|
no data
|
DIME Test ID: 2023-04-18-105-12
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/15/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge tensile Pier 17 S
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 3A | NA | 0.8750 | 64532 | 287.05 | 10.00 | A325 wedge tensile Pier 17 S | rmacias |
| |
|
UTM
|
450kip
|
|
Temperature
|
no data
|
DIME Test ID: 2023-04-18-105-19
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/16/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge tensile Pier 23 N
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 1A | NA | 0.8750 | 71155 | 316.51 | 10.00 | A325 wedge tensile Pier 23 N | rmacias |
| |
|
UTM
|
450kip
|
|
Temperature
|
no data
|
DIME Test ID: 2023-04-18-105-20
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/16/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge tensile Pier 23 N
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 1B | NA | 0.8750 | 68773 | 305.92 | 10.00 | A325 wedge tensile Pier 23 N | rmacias |
| |
|
UTM
|
450kip
|
|
Temperature
|
no data
|
DIME Test ID: 2023-04-18-105-21
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/16/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge tensile Pier 23 N
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 1C | NA | 0.8750 | 67956 | 302.29 | 10.00 | A325 wedge tensile Pier 23 N | rmacias |
| |
|
UTM
|
450kip
|
|
Temperature
|
no data
|
DIME Test ID: 2023-04-18-105-22
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/16/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge tensile Pier 23 S
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 1A | NA | 0.8750 | 70199 | 312.26 | 10.00 | A325 wedge tensile Pier 23 S | rmacias |
| |
|
UTM
|
450kip
|
|
Temperature
|
no data
|
DIME Test ID: 2023-04-18-105-23
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/16/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge tensile Pier 23 S
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 1B | NA | 0.8750 | 67850 | 301.81 | 10.00 | A325 wedge tensile Pier 23 S | rmacias |
| |
|
UTM
|
450kip
|
|
Temperature
|
no data
|
DIME Test ID: 2023-04-18-105-24
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/16/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge tensile Pier 23 S
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 1C | NA | 0.8750 | 66550 | 296.03 | 10.00 | A325 wedge tensile Pier 23 S | rmacias |
| |
|
UTM
|
450kip
|
|
Temperature
|
no data
|
DIME Test ID: 2023-04-18-105-25
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/16/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge tensile Pier 19 S
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 1A | NA | 1.0000 | 83505 | 371.45 | 10.00 | A325 wedge tensile Pier 19 S | rmacias |
| |
|
UTM
|
450kip
|
|
Temperature
|
no data
|
DIME Test ID: 2023-04-18-105-26
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/16/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge tensile Pier 19 N
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 1B | NA | 0.8750 | 65157 | 289.83 | 10.00 | A325 wedge tensile Pier 19 N | rmacias |
| |
|
UTM
|
450kip
|
|
Temperature
|
no data
|
DIME Test ID: 2023-04-18-105-27
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/16/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge tensile Pier 19 S
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 1C | NA | 0.8750 | 64869 | 288.55 | 10.00 | A325 wedge tensile Pier 19 S | rmacias |
| |
|
UTM
|
450kip
|
|
Temperature
|
no data
|
DIME Test ID: 2023-04-18-105-28
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/16/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge tensile Pier 19 NW
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 1A | NA | 1.0000 | 86158 | 383.25 | 10.00 | A325 wedge tensile Pier 19 NW | rmacias |
| |
|
UTM
|
450kip
|
|
Temperature
|
no data
|
DIME Test ID: 2023-04-18-105-29
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/16/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge tensile Pier 19 NW
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 1B | NA | 0.8750 | 63426 | 282.13 | 10.00 | A325 wedge tensile Pier 19 NW | rmacias |
| |
|
UTM
|
450kip
|
|
Temperature
|
no data
|
DIME Test ID: 2023-04-18-105-30
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Verified Date: 05/16/2023
Date Tested: 05/16/2023
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 wedge tensile Pier 19 NW
Test Result Compliance:
Additional Comments When Verified:
|
Number of Bolt Samples
|
1
|
| Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | | 1C | NA | 0.8750 | 64126 | 285.25 | 10.00 | A325 wedge tensile Pier 19 NW | rmacias |
| |
|
UTM
|
450kip
|
|
Temperature
|
no data
|
