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Sample Record for 2022-04-19-1

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Project Information

Project ID: 993235 DEA: 051H4504 EFIS: 0516000075 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-154-R31.8/R32.1
Work Description: CONSTRUCT CIDH CONCRETE PILES AND STRUCTURAL CONCRETE BRIDGE.
Location Description: SANTA BARBARA COUNTY IN AND NEAR SANTA BARBARA FROM PRIMAVERA ROAD UNDERCROSSING TO LA COLINA ROAD UNDERCROSSING
Contractor Name: CA Rasmussen
Contractor Address: 28548 LIVINGSTON AVENUE, VALENICA CA 91355
Resident Engineer: Jeffery Finn Structure Rep.: Emiliano Berntsen

Sample Information

DIME Sample ID: 2022-04-19-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 04/19/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/21/2022
The quantity of what the sample constitutes: 48
A brief description of the sample: Lenton/Erico Headed Bar
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martinez steel

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 024822
Head Manufacturer Lot Number(s): LA870, L9890
Rebar Size: #11
Headed Bar Model Name: Lu36Mt12
Size of Head: Full Size - 9x
Head Connection Type: Friction Weld
Head Shape: Circular
Rebar Manufacturer: Cascade Steel
Head Manufacturer: Erico
Head Fabricator: Lenton
Material Standard Code: ASTM A706
Headed Bar Unique ID:

Test Results

Test 1 of 3

DIME Test ID: 2022-04-19-1-1
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/27/2022
Date Tested: 04/22/2022
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
11.5615592099949Ok Neckingbewing
Temperature 72 f
UTM 400kip

Test 2 of 3

DIME Test ID: 2022-04-19-1-2
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/27/2022
Date Tested: 04/22/2022
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
11.56156002100002Ok Neckingbewing
Temperature 72 f
UTM 400kip

Test 3 of 3

DIME Test ID: 2022-04-19-1-3
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/27/2022
Date Tested: 04/22/2022
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
11.5615581599881Ok Neckingbewing
Temperature 72 f
UTM 400kip