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Testing Report for 2021-04-16-1-3

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

Project Information

DEA: 080C2514
EFIS: 0816000076
Project ID: 212112
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-0.0/13.2
Work Description: Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location Description: LA/SBD County Line to PM 13.2 near I-15
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Matt Antonelli
Structure Rep.: Faisal Zahlout

Sample Information

DIME Sample ID: 2021-04-16-1
TL Number from the TL Form:
Sample Submitted By Organization: CT - Unassigned/General Field Laboratory
Sample Organization Contact: (510) 385-8178
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 4/16/2021
Date that the sample was received by the laboratory/organization performing the testing: 4/20/2021
The quantity of what the sample constitutes: 24
A brief description of the sample: HRC 120 T-Heads
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Headed Reinforcement Corp, Fountain Valley, CA

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 4104575
Head Manufacturer Lot Number(s): Lot 1
Rebar Size: #10
Headed Bar Model Name: HRC 120
Size of Head: Full Size - 9x
Head Connection Type:
Head Shape: Square
Rebar Manufacturer: CMC Steel Arizona
Head Manufacturer: Nucor
Head Fabricator: Headed Reinforcement Corp
Material Standard Code: ASTM A706

Test Information

DIME Test ID: 2021-04-16-1-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Date Tested: 4/21/2021
Verified Date: 4/21/2021
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Ok Necking
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Number of Headed Bar Samples: 1
Lot # Area (sqin) Peak Load (lbf) Tensile Strength (psi) Comments Tested By
1 1.27 114129 89865 Ok Necking bewing
Temperature: 72 f
UTM: 400kip