Sample Record for 2021-02-08-5
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: 2021-02-08-5
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: 02/08/2021
Date that the sample was received by the laboratory/organization performing the testing: 02/16/2021
The quantity of what the sample constitutes: (4) #5 1'-6" Ø Ultimate Welded Hoops QA Samples Lot 12
A brief description of the sample: (1800) #5 1'-6" Ø Ultimate Welded Hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: TNT Rebar
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 4103179
Hoop Manufacturer Lot Number(s): Lot 12
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #5
Diameter of Hoop: 1'-6"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC Arizona
Welding Company: TNT Rebar Corp
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 3
DIME Test ID: 2021-02-08-5-1
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 | 12 | 5/16mm | 0.31 | 29513.06 | 95203 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
Test 2 of 3
DIME Test ID: 2021-02-08-5-2
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: 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 | 2 | 12 | 5/16mm | 0.31 | 28545.12 | 92081 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
Test 3 of 3
DIME Test ID: 2021-02-08-5-3
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 | 12 | 5/16mm | 0.31 | 28415.69 | 91664 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72 f
|