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Testing Report for 2017-07-26-2-1

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

Project Information

DEA: 062HT104
EFIS: 0612000287
Project ID: 210794
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-99-23.5/26.7
Work Description: (Alternative Delivery) Realign Freeway CONTACT SMR PRIOR TO PERFORMING ANY TESTING OR INSPECTION. CMGC PROJECT. Realign Route 99 between Ashlan Avenue and Olive Avenue to accommodate the High Speed Train (HST).
Location Description: State Highway 99 in Fresno (Fresno County) from 0.2 miles North of Olive Ave over-crossing to 0.2 miles North of Ashlan Ave over-crossing.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Justin Kimura
Structure Rep.: Daniel Chapa

Sample Information

DIME Sample ID: 2017-07-26-2
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT QASI - Los Angeles Field Laboratory
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 7/26/2017
Date that the sample was received by the laboratory/organization performing the testing: 7/27/2017
The quantity of what the sample constitutes: Lot 1 14 qty
A brief description of the sample: HRC 120 T-Heads
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
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): 4065771
Head Manufacturer Lot Number(s): B1121747
Rebar Size: #5
Headed Bar Model Name: HRC 120
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: 2017-07-26-2-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Date Tested: 8/1/2017
Verified Date: 8/2/2017
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
1 0.31 28380 91550 Bar Broke Fred
Temperature: 72 F
UTM: 400KIP