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Testing Report for 2017-04-19-6-2

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

Project Information

DEA: 04235524
EFIS: 0412000496
Project ID: 209708
QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-92,82-R11.2/10.5
Location Description: IN THE CITY OF SAN MATEO
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Doug Inori
Structure Rep.: jordan jarosz

Sample Information

DIME Sample ID: 2017-04-19-6
TL Number from the TL Form: C739982
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: 4/19/2017
Date that the sample was received by the laboratory/organization performing the testing: 4/21/2017
The quantity of what the sample constitutes: 8
A brief description of the sample: Headed Bars
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Harris Salinas

Material Information

Production or Authorization Testing: Authorization Testing
Rebar Heat Number(s): SE16103927
Head Manufacturer Lot Number(s): T01 T02
Rebar Size: 8
Headed Bar Model Name: Barsplice Buttonhead 10AB
Size of Head: Reduced Size - 4x
Head Connection Type:
Head Shape: Circular
Rebar Manufacturer: Harris Salinas
Head Manufacturer: BarSplice
Head Fabricator: BarSplice
Material Standard Code: ASTM A706

Test Information

DIME Test ID: 2017-04-19-6-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Date Tested: 4/24/2017
Verified Date: 4/24/2017
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:
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
T-01 0.79 74260 94000 Bar Broke Brian
Temperature: 71 F
UTM: 2000KIP