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Sample Record for 2020-01-09-1

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Project Information

Project ID: 213749 DEA: 120C1104 EFIS: 1200000633 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-57-20.3/21.6
Work Description: WIDEN BRIDGES AND CONSTRUCT RW, SW, HMA, JPCP AND ELECTRICAL SYSTEMS.
Location Description: ORANGE COUNTY IN BREA FROM 0.6 MILE SOUTH TO 0.7 MILE NORTH OF LAMBERT ROAD UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Imad Abugharbieh Structure Rep.: Kabbara, Bassem

Sample Information

DIME Sample ID: 2020-01-09-1
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Los Angeles Field Laboratory
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 01/09/2020
Date that the sample was received by the laboratory/organization performing the testing: 01/10/2020
The quantity of what the sample constitutes: 48
A brief description of the sample: #10/32mm. HRC 120 T Heads
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Headed Reinforcement Corp, Fountain Valley, CA

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 9001747
Head Manufacturer Lot Number(s): 1
Rebar Size: 10
Headed Bar Model Name: HRC 120
Size of Head: Full Size - 9x
Head Connection Type: Friction Weld
Head Shape: Square
Rebar Manufacturer: CMC Steel California
Head Manufacturer: Nucor
Head Fabricator: Nucor
Material Standard Code: ASTM A706

Test Results

Test 1 of 4

DIME Test ID: 2020-01-09-1-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 01/14/2020
Date Tested: 01/13/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Head Popped Off
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
11.2711158587862Head Popped Offbewing
Temperature 72 f
UTM 400kip

Test 2 of 4

DIME Test ID: 2020-01-09-1-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 01/14/2020
Date Tested: 01/13/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
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)CommentsTested By
11.2712614399325Ok Neckingbewing
Temperature 72 f
UTM 400kip

Test 3 of 4

DIME Test ID: 2020-01-09-1-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 01/14/2020
Date Tested: 01/13/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Head Popped Off
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
11.2712526498633Head Popped Offbewing
Temperature 72 f
UTM 400kip

Test 4 of 4

DIME Test ID: 2020-01-09-1-4
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 01/14/2020
Date Tested: 01/13/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
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)CommentsTested By
11.2712561498908Ok Neckingbewing
Temperature 72 f
UTM 400kip

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.