Print Report | Back to Sample Detail

Sample Record for 2022-04-20-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 215255 DEA: 040A7714 EFIS: 0420000287 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-80-6.4-6.6
Work Description: CONSTRUCT PEDESTRIAN OVERCROSSING BRIDGE AND RETAINING WALLS. GILMAN INTERCHANGE IMPROVEMENTS
Location Description: ALAMEDA COUNTY IN BERKELEY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.1 MILE SOUTH OF GILMAN STREET UNDERCROSSING
Contractor Name: Golden State Bridge
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Rebecca Perng Structure Rep.: Eric Urmeneta

Sample Information

DIME Sample ID: 2022-04-20-1
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: 04/20/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/25/2022
The quantity of what the sample constitutes: 8 Samples from lot 1-2
A brief description of the sample: #14 HRC 220 T-heads
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Headed Reinforcement Corp

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 3101012 and 3108742
Head Manufacturer Lot Number(s): Lot 1 and 2
Rebar Size: #14
Headed Bar Model Name: HRC 220
Size of Head: Full Size - 9x
Head Connection Type: Friction Weld
Head Shape: Circular
Rebar Manufacturer: CMC Texas and CMC California
Head Manufacturer: HRC
Head Fabricator: HRC Fountain Valley
Material Standard Code: ASTM A706

Test Results

Test 1 of 6

DIME Test ID: 2022-04-20-1-1
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/27/2022
Date Tested: 04/25/2022
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: 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
12.2520722292099ok neckingspaine
Temperature 72 f
UTM 400kip

Test 2 of 6

DIME Test ID: 2022-04-20-1-2
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/27/2022
Date Tested: 04/25/2022
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: 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
12.2520614391619ok neckingspaine
Temperature 72 f
UTM 400kip

Test 3 of 6

DIME Test ID: 2022-04-20-1-3
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/27/2022
Date Tested: 04/25/2022
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: 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
12.2520389090618ok neckingspaine
Temperature 72 f
UTM 400kip

Test 4 of 6

DIME Test ID: 2022-04-20-1-4
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/27/2022
Date Tested: 04/25/2022
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: 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
22.2520738692172ok neckingspaine
Temperature 72 f
UTM 400kip

Test 5 of 6

DIME Test ID: 2022-04-20-1-5
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/27/2022
Date Tested: 04/25/2022
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: 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
22.2520760192267ok neckingspaine
Temperature 72 f
UTM 400kip

Test 6 of 6

DIME Test ID: 2022-04-20-1-6
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/27/2022
Date Tested: 04/25/2022
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: 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
22.2520719992089ok neckingspaine
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.