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Testing Report for 2021-08-20-4-3

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

Project Information

DEA: 04160304
EFIS: 0400000429
Project ID: 212896
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-84-13.33
Work Description: NILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT
Location Description: IN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036).
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Yannaing Tun
Structure Rep.: Oanh Bui

Sample Information

DIME Sample ID: 2021-08-20-4
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Los Angeles Field Laboratory
Sample Organization Contact: (858) 285-5797
Type of Sample: Verification
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 8/20/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/27/2021
The quantity of what the sample constitutes: 4
A brief description of the sample: #7 HRC 120 T Heads Lot 1
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HRC Fountain Valley

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 4105361
Head Manufacturer Lot Number(s): 100104628
Rebar Size: #7
Headed Bar Model Name: HRC 120 T Heads
Size of Head: Full Size - 9x
Head Connection Type: Friction Weld
Head Shape: Square
Rebar Manufacturer: CMC Steel Arizona
Head Manufacturer: Nucor
Head Fabricator: HRC Fountain Valley
Material Standard Code: ASTM A706

Test Information

DIME Test ID: 2021-08-20-4-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Date Tested: 8/31/2021
Verified Date: 9/1/2021
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 0.6 57484 95806 Ok Necking bewing
Temperature: 72 f
UTM: 400kip