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Testing Report for 2017-02-16-10-2

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

Project Information

DEA: 071193U4
EFIS: 0713000007
Project ID: 210735
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-37.2/42.4
Work Description: CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location Description: IN LA COUNTY FROM CITRUS STREET IN WEST COVINA TO ROUTE 57 IN POMONA
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Rodolfo Cao
Structure Rep.: David Win

Sample Information

DIME Sample ID: 2017-02-16-10
TL Number from the TL Form: C953682
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 2/16/2017
Date that the sample was received by the laboratory/organization performing the testing: 2/17/2017
The quantity of what the sample constitutes: 4
A brief description of the sample: HRC 110 End Anchors
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HRC CMC Rebar

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 4062633
Head Manufacturer Lot Number(s): 3
Rebar Size: #5
Headed Bar Model Name: HRC 110
Size of Head: Reduced Size - 4x
Head Connection Type: Inertia Weld
Head Shape: Rectanglar
Rebar Manufacturer: CMC Rebar
Head Manufacturer: HRC
Head Fabricator: HRC
Material Standard Code: ASTM A706

Test Information

DIME Test ID: 2017-02-16-10-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Date Tested: 2/21/2017
Verified Date: 2/22/2017
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: Bar Broke; 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
3 0.31 29670 95710 Bar Broke Brian
Temperature: 72 F
UTM: 400KIP