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Sample Record for 2018-09-18-4

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Project Information

Project ID: 211982 DEA: 060K4604 EFIS: 0612000105 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-46,99-57.3/57.8,43.9/44.6
Work Description: REALIGN ROADWAY AND CONSTRUCT NEW BRIDGE.
Location Description: KERN COUNTY NEAR FAMOSO ON ROUTE 46 FROM 0.5 MILE WEST OF ROUTE 46/99 SEPARATION TO 0.1 MILE EAST OF ROUTE 46/99 SEPARATION AND ON ROUTE 99 FROM 0.4 MILE SOUTH OF ROUTE 46/99 SEPARATION TO 0.3 MILE NORTH OF ROUTE 46/99 SEPARATION
Contractor Name: SEMA CONSTRUCTION
Contractor Address: 320 Goddard Way Suite 150, Irvine, CA 92618
Resident Engineer: Fernando De Alba Structure Rep.: Eduardo Reyes

Sample Information

DIME Sample ID: 2018-09-18-4
TL Number from the TL Form: C819458
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 09/18/2018
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2018
The quantity of what the sample constitutes: 8
A brief description of the sample: Headed Bars
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Gerdau

Material Information

Production or Authorization Testing: Authorization Testing
Rebar Heat Number(s): 6503216002
Head Manufacturer Lot Number(s): 1, 2
Rebar Size: 6
Headed Bar Model Name: HRC 555
Size of Head: Reduced Size - 4x
Head Connection Type: Forged
Head Shape: Circular
Rebar Manufacturer: Gerdau
Head Manufacturer: HRC
Head Fabricator: HRC
Material Standard Code: ASTM A706
Headed Bar Unique ID:

Test Results

Test 1 of 6

DIME Test ID: 2018-09-18-4-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/26/2018
Date Tested: 09/24/2018
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: Bar Broke; 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
10.4446040104640Bar BrokeBrian
Temperature 72 F
UTM 400KIP

Test 2 of 6

DIME Test ID: 2018-09-18-4-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/26/2018
Date Tested: 09/24/2018
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: Bar Broke; 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
10.4445910104340Bar BrokeBrian
Temperature 72 F
UTM 400KIP

Test 3 of 6

DIME Test ID: 2018-09-18-4-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/26/2018
Date Tested: 09/24/2018
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: Bar Broke; 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
10.4446030104610Bar BrokeBrian
Temperature 72 F
UTM 400KIP

Test 4 of 6

DIME Test ID: 2018-09-18-4-4
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/26/2018
Date Tested: 09/24/2018
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: Bar Broke; 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
20.4445920104360Bar BrokeBrian
Temperature 72 F
UTM 400KIP

Test 5 of 6

DIME Test ID: 2018-09-18-4-5
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/26/2018
Date Tested: 09/24/2018
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: Bar Broke; 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
20.4446440105550Bar BrokeBrian
Temperature 72 F
UTM 400KIP

Test 6 of 6

DIME Test ID: 2018-09-18-4-6
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/26/2018
Date Tested: 09/24/2018
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: Bar Broke; 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
20.4446810106390Bar BrokeBrian
Temperature 72 F
UTM 400KIP