Sample Record for 2023-03-10-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-0.0/13.2
Work Description: Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location Description: LA/SBD County Line to PM 13.2 near I-15
Contractor Name: Lane-Security Paving Joint Venture
Contractor Address: 3450 Centre Lake Drive, 1st Floor, Ontario, CA 91761
Resident Engineer: Jose Corona Structure Rep.: Luis Negrete
Sample Information
DIME Sample ID: 2023-03-10-2
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 - Headed Bars
Sample Taken Date: 03/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/10/2023
The quantity of what the sample constitutes: 345 total #5 HRC 120 T-Heads
A brief description of the sample: #5 HRC 120 T-Head
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HRC Fountain Valley
Material Information
Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 4125896
Head Manufacturer Lot Number(s): 100021624144
Rebar Size: #5
Headed Bar Model Name: HRC 120 T Heads
Size of Head: Full Size - 9x
Head Connection Type: Friction Weld
Head Shape: Square
Rebar Manufacturer: CMC Steel Arizona
Head Manufacturer: Nucor Cold Finish Utah
Head Fabricator: HRC Fountain Valley
Material Standard Code: ASTM A706
Headed Bar Unique ID: 9FW-17-03
Test Results
Test 1 of 6
DIME Test ID: 2023-03-10-2-1
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 03/22/2023
Date Tested: 03/17/2023
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: OK NECKING
Test Result Compliance:
Additional Comments When Verified:
|
Number of Headed Bar Samples
|
1
|
| Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By | | 1 | 0.31 | 30357 | 97925 | OK NECKING | rmacias |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 2 of 6
DIME Test ID: 2023-03-10-2-2
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 03/22/2023
Date Tested: 03/17/2023
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: OK NECKING
Test Result Compliance:
Additional Comments When Verified:
|
Number of Headed Bar Samples
|
1
|
| Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By | | 1 | 0.31 | 30346 | 97891 | OK NECKING | rmacias |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 3 of 6
DIME Test ID: 2023-03-10-2-3
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 03/22/2023
Date Tested: 03/17/2023
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: OK NECKING
Test Result Compliance:
Additional Comments When Verified:
|
Number of Headed Bar Samples
|
1
|
| Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By | | 1 | 0.31 | 30449 | 98224 | OK NECKING | rmacias |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 4 of 6
DIME Test ID: 2023-03-10-2-4
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 03/22/2023
Date Tested: 03/17/2023
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: OK NECKING
Test Result Compliance:
Additional Comments When Verified:
|
Number of Headed Bar Samples
|
1
|
| Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By | | 2 | 0.31 | 30304 | 97754 | OK NECKING | rmacias |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 5 of 6
DIME Test ID: 2023-03-10-2-5
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 03/22/2023
Date Tested: 03/17/2023
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: OK NECKING
Test Result Compliance:
Additional Comments When Verified:
|
Number of Headed Bar Samples
|
1
|
| Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By | | 2 | 0.31 | 30396 | 98051 | OK NECKING | rmacias |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 6 of 6
DIME Test ID: 2023-03-10-2-6
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 03/22/2023
Date Tested: 03/17/2023
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: OK NECKING
Test Result Compliance:
Additional Comments When Verified:
|
Number of Headed Bar Samples
|
1
|
| Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By | | 2 | 0.31 | 30411 | 98101 | OK NECKING | rmacias |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
