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Sample Record for 2021-01-19-7

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Project Information

Project ID: 214227 DEA: 100Q1214 EFIS: 1014000167 QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-99-28.2/R37.3
Work Description: PLACE REINFORCED CONCRETE PAVEMENT, HMA & FIBER OPTIC CABLE SYSTEM.
Location Description: MERCED COUNTY IN AND NEAR LIVINGSTON FROM 0.8 MILE SOUTH OF HAMMATT AVENUE OVERCROSSING TO STANISLAUS COUNTY LINE
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Road, Suite 200, Westlake Village, CA 91361
Resident Engineer: Nathaniel Tumminello Structure Rep.: Karen Sampson

Sample Information

DIME Sample ID: 2021-01-19-7
TL Number from the TL Form: C502
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Authorization
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 01/19/2021
Date that the sample was received by the laboratory/organization performing the testing: 01/26/2021
The quantity of what the sample constitutes: 4
A brief description of the sample: Headed Bars
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HRC

Material Information

Production or Authorization Testing: Authorization Testing
Rebar Heat Number(s): NA
Head Manufacturer Lot Number(s): 10 18 11 18
Rebar Size: #10
Headed Bar Model Name: 670
Size of Head: Reduced Size - 4x
Head Connection Type: Threaded
Head Shape: Circular
Rebar Manufacturer: NA
Head Manufacturer: HRC
Head Fabricator: HRC
Material Standard Code: ASTM A706
Headed Bar Unique ID:

Test Results

Test 1 of 4

DIME Test ID: 2021-01-19-7-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 01/26/2021
Date Tested: 01/26/2021
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: OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1No. 10/32mm11.2712394197591OK Neckingfsaylor
UTM 400kip
Temperature 72.00 f

Test 2 of 4

DIME Test ID: 2021-01-19-7-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 01/26/2021
Date Tested: 01/26/2021
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: 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
11.2712431297884OK Neckingfsaylor
Temperature 72 f
UTM 400kip

Test 3 of 4

DIME Test ID: 2021-01-19-7-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 01/26/2021
Date Tested: 01/26/2021
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: 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
11.2712470998196OK Neckingfsaylor
Temperature 72 f
UTM 400kip

Test 4 of 4

DIME Test ID: 2021-01-19-7-4
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 01/26/2021
Date Tested: 01/26/2021
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: 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
11.2712092695218Head Pull offfsaylor
Temperature 72 f
UTM 400kip