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Testing Report for 2018-05-17-4-3

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

Project Information

DEA: 040A7104
EFIS: 0400000160
Project ID: 209114
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-880-28.4/29.2
Work Description: WIDEN ROADS, RECONSTRUCT RAMPS WITH HMA, REPLACE 2 CONC OVERCROSSINGS.
Location Description: ALAMEDA COUNTY IN ALAMEDA AND OAKLAND FROM 0.2 MILE SOUTH OF 29TH AVENUE OVERCROSSING TO 0.3 MILE NORTH OF 23RD AVENUE OVERCROSSING.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Joy Cheung
Structure Rep.: Maxime Dabilly

Sample Information

DIME Sample ID: 2018-05-17-4
TL Number from the TL Form: Unknown
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: 5/17/2018
Date that the sample was received by the laboratory/organization performing the testing: 5/21/2018
The quantity of what the sample constitutes: 150
A brief description of the sample: A706 T-headed rebar
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Harris Rebar

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): SE18101645
Head Manufacturer Lot Number(s): 6W1 Heat A172035
Rebar Size: 7
Headed Bar Model Name: BNX Buttonhead
Size of Head: Full Size - 9x
Head Connection Type: Crimped Head
Head Shape: Circular
Rebar Manufacturer: Nucor
Head Manufacturer: Barsplice
Head Fabricator: Harris Rebar
Material Standard Code: ASTM A706

Test Information

DIME Test ID: 2018-05-17-4-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Date Tested: 5/22/2018
Verified Date: 5/22/2018
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
T02 0.6 56580 94300 Bar Broke Brian
Temperature: 72 F
UTM: 400KIP