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Sample Record for 2018-09-11-6

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

Project Information

Project ID: 212687 DEA: 06442544 EFIS: 0612000175 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-46,5-31.5-33.2
Work Description: CONVERT 2-LANE TO 4-LANE CONVENTIONAL HIGHWAY.
Location Description: KERN COUNTY NEAR LOST HILLS FROM 1.0 MILE EAST OF LOST HILLS ROAD TO 0.7 MILE EAST OF ROUTE 46/5 SEPARATION
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Amarjit Dhaliwal Structure Rep.: Ramandeep Guraya

Sample Information

DIME Sample ID: 2018-09-11-6
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 09/11/2018
Date that the sample was received by the laboratory/organization performing the testing: 09/12/2018
The quantity of what the sample constitutes: 8
A brief description of the sample: Number 8 HRC 555 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: Production Testing
Rebar Heat Number(s): 6503148702
Head Manufacturer Lot Number(s): 6503148702
Rebar Size: 8
Headed Bar Model Name: HRC 555
Size of Head: Reduced Size - 4x
Head Connection Type: Forged
Head Shape: Circular
Rebar Manufacturer: Gerdau
Head Manufacturer: Gerdau
Head Fabricator: Gerdau
Material Standard Code: ASTM A706
Headed Bar Unique ID:

Test Results

Test 1 of 6

DIME Test ID: 2018-09-11-6-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/18/2018
Date Tested: 09/18/2018
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
10.7982170104010Bar BrokeFred
Temperature 72 F
UTM 400KIP

Test 2 of 6

DIME Test ID: 2018-09-11-6-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/18/2018
Date Tested: 09/18/2018
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
10.7982360104250Bar BrokeFred
Temperature 72 F
UTM 400KIP

Test 3 of 6

DIME Test ID: 2018-09-11-6-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/18/2018
Date Tested: 09/18/2018
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
10.797873099660Bar BrokeFred
Temperature 72 F
UTM 400KIP

Test 4 of 6

DIME Test ID: 2018-09-11-6-4
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/18/2018
Date Tested: 09/18/2018
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
20.7979200100250Bar BrokeFred
Temperature 72 F
UTM 400KIP

Test 5 of 6

DIME Test ID: 2018-09-11-6-5
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/18/2018
Date Tested: 09/18/2018
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
20.797791098620Bar BrokeFred
Temperature 72 F
UTM 400KIP

Test 6 of 6

DIME Test ID: 2018-09-11-6-6
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/18/2018
Date Tested: 09/18/2018
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
20.797759098220Bar BrokeFred
Temperature 72 F
UTM 400KIP