Print Report | Back to Sample Detail

Sample Record for 2020-12-01-2

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

Project Information

Project ID: 213856 DEA: 112888U4 EFIS: 1118000199 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-11,125,905-Various
Work Description: CONSTRUCT FREEWAY TO FREEWAY CONNECTORS AND 4-LANE HIGHWAY FACILITY
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS
Contractor Name: Skanska USA Civil West CA
Contractor Address: 1995 Agua Mansa Road, Riverside, CA 92509
Resident Engineer: Carlos Covarrubias Structure Rep.: Wade Durant

Sample Information

DIME Sample ID: 2020-12-01-2
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: 12/01/2020
Date that the sample was received by the laboratory/organization performing the testing: 12/02/2020
The quantity of what the sample constitutes: 1 Lot of 74 Headed Bars
A brief description of the sample: No 11 Headed Reinforcement
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name: Alta Road Overcrossing
The fabricator/manufacturer/facility name: Integrity Rebar

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 65029069
Head Manufacturer Lot Number(s): A201362
Rebar Size: #11
Headed Bar Model Name: Buttonhead BNX
Size of Head: Full Size - 9x
Head Connection Type: Crimped Head
Head Shape: Circular
Rebar Manufacturer: Gerdau
Head Manufacturer: Bar Splice
Head Fabricator: Integrity Rebar
Material Standard Code: ASTM A706

Test Results

Test 1 of 4

DIME Test ID: 2020-12-01-2-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 12/02/2020
Date Tested: 12/02/2020
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
21.5615047696459OK Neckingfsaylor
Temperature 72 f
UTM 400kip

Test 2 of 4

DIME Test ID: 2020-12-01-2-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 12/02/2020
Date Tested: 12/02/2020
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 pull 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
21.5614791694818Head pull offfsaylor
Temperature 72 f
UTM 400kip

Test 3 of 4

DIME Test ID: 2020-12-01-2-4
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 12/02/2020
Date Tested: 12/02/2020
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 Pull 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
21.5614530393143Head Pull offfsaylor
Temperature 72 f
UTM 400kip

Test 4 of 4

DIME Test ID: 2020-12-01-2-5
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 12/02/2020
Date Tested: 12/02/2020
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
21.5614936495746OK Neckingfsaylor
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.