Sample Record for 2021-02-05-6
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214579 DEA: 010B0904 EFIS: 0100020444
QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-8.2/8.7
Work Description: Panther Creek & Hunter Creek Bridges
Location Description: DEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE
Contractor Name: Golden State Bridge, Inc
Contractor Address: 3701 Mallard Dr., Benicia, CA 94510
Resident Engineer: Ryan Dunne Structure Rep.: Brian Cinkutis
Sample Information
DIME Sample ID: 2021-02-05-6
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 02/05/2021
Date that the sample was received by the laboratory/organization performing the testing: 02/05/2021
The quantity of what the sample constitutes: 4 hoops
A brief description of the sample: #6 x 3'-4" dia. Hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: TNT Rebar Company
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 3500015250
Hoop Manufacturer Lot Number(s): Lot 4
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #6
Diameter of Hoop: 3'-4"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Nucor
Welding Company: TNT Rebar Company
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 4
DIME Test ID: 2021-02-05-6-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/17/2021
Date Tested: 02/17/2021
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: OK Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 4 | 6/19mm | 0.44 | 42322.63 | 96188 | OK Necking | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 2 of 4
DIME Test ID: 2021-02-05-6-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/17/2021
Date Tested: 02/17/2021
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: Broke in Heat affected zone Brittle Break
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 2 | 4 | 6/19mm | 0.44 | 42248.74 | 96020 | Broke in Heat affected zone Brittle Break | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 3 of 4
DIME Test ID: 2021-02-05-6-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/17/2021
Date Tested: 02/17/2021
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: OK Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 3 | 4 | 6/19mm | 0.44 | 42261.69 | 96049 | OK Necking | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 4 of 4
DIME Test ID: 2021-02-05-6-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/17/2021
Date Tested: 02/17/2021
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: Broke At Weld Brittle Break
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 4 | 4 | 6/19mm | 0.44 | 41324.66 | 93920 | Broke At Weld Brittle Break | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
