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Sample Record for 2020-03-20-1

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Project Information

Project ID: 212657 DEA: 024G5004 EFIS: 0214000031 QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-299-1.9-2.3
Work Description: VIADUCT WIDENING
Location Description: TRINITY COUNTY NEAR SALYER FROM 0.1 MILE EAST TO 0.6 MILE EAST OF WHITE HOUSE GULCH ROAD
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: PO Box 1006, Eureka, CA 95502
Resident Engineer: Mandhir Grewal Structure Rep.: Michael Mccracken

Sample Information

DIME Sample ID: 2020-03-20-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Acceptance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 03/20/2020
Date that the sample was received by the laboratory/organization performing the testing: 03/27/2020
The quantity of what the sample constitutes: 20
A brief description of the sample: #10 Button Heads
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Camblin Steel

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 9000755
Head Manufacturer Lot Number(s): A182386
Rebar Size: 10
Headed Bar Model Name: BNX Buttonhead
Size of Head: Full Size - 9x
Head Connection Type: Crimped Head
Head Shape: Circular
Rebar Manufacturer: CMC Rancho Cucamonga
Head Manufacturer: Barsplice
Head Fabricator: Barsplice
Material Standard Code: ASTM A706
Headed Bar Unique ID:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2020-03-20-1-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 03/27/2020
Date Tested: 03/27/2020
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
11.2712483698296OK Neckingfsaylor
Temperature 72 f
UTM 400kip

Test 2 of 3

DIME Test ID: 2020-03-20-1-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 03/27/2020
Date Tested: 03/27/2020
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
11.2712379097473OK Neckingfsaylor
Temperature 72 f
UTM 400kip

Test 3 of 3

DIME Test ID: 2020-03-20-1-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 03/27/2020
Date Tested: 03/27/2020
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
11.2712342197182OK Neckingfsaylor
Temperature 72 f
UTM 400kip