Sample Record for 2022-05-05-3
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Project Information
Project ID: 214522 DEA: 07291304 EFIS: 0712000083
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-33-7.6
Work Description: INSTALL STRUCTURAL CONCRETE, CIDH AND BRIDGE REMOVAL.
Location Description: VENTURA COUNTY AT SAN ANTONIO CREEK BRIDGE
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Road, Suite 200, Westlake Village, CA 91361
Resident Engineer: Saeid Shakeri Structure Rep.: Aziz Maghsoudloo
Sample Information
DIME Sample ID: 2022-05-05-3
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: 05/05/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/06/2022
The quantity of what the sample constitutes: 256 Hoops
A brief description of the sample: #6 bar 1'-2" dia.
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): 2210745
Hoop Manufacturer Lot Number(s): Lots 1 and 2
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #6
Diameter of Hoop: 1'-2"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Vinton Steel
Welding Company: TNT Rebar Company
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 6
DIME Test ID: 2022-05-05-3-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/13/2022
Date Tested: 05/12/2022
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 | 1 | 6/19mm | 0.44 | 41502.45 | 94324 | ok necking | spaine |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
Test 2 of 6
DIME Test ID: 2022-05-05-3-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/13/2022
Date Tested: 05/12/2022
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 | 1 | 6/19mm | 0.44 | 41867.78 | 95154 | ok necking | spaine |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
Test 3 of 6
DIME Test ID: 2022-05-05-3-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/13/2022
Date Tested: 05/12/2022
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 | 1 | 6/19mm | 0.44 | 41743.98 | 94873 | ok necking | spaine |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
Test 4 of 6
DIME Test ID: 2022-05-05-3-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/13/2022
Date Tested: 05/12/2022
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 | 2 | 6/19mm | 0.44 | 42478.65 | 96542 | ok necking | spaine |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
Test 5 of 6
DIME Test ID: 2022-05-05-3-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/13/2022
Date Tested: 05/12/2022
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 | 2 | 6/19mm | 0.44 | 41528.94 | 94384 | ok necking | spaine |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
Test 6 of 6
DIME Test ID: 2022-05-05-3-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/13/2022
Date Tested: 05/12/2022
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 | 2 | 6/19mm | 0.44 | 41882.51 | 95188 | ok necking | spaine |
| |
UTM
|
400kip
|
Temperature
|
72 f
|