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Testing Report for 2020-07-30-5-1

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

Project Information

DEA: 034H1004
EFIS: 0318000176
Project ID: 214841
QA Service Level: 1
DIST-CO-RTE-PM: 03-SIE-49-9.2/24.7
Work Description: INSTALL RETAINING STRUCTURE AND RSP CONCRETE EMBANKMENT.
Location Description: SIERRA COUNTY ON ROUTE 49 AT VARIOUS LOCATIONS
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Christopher Fallbeck
Structure Rep.: Jimmer Ross

Sample Information

DIME Sample ID: 2020-07-30-5
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Sacramento Field Laboratory
Sample Organization Contact: (916) 227-7263
Type of Sample: Acceptance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 7/30/2020
Date that the sample was received by the laboratory/organization performing the testing: 7/31/2020
The quantity of what the sample constitutes: 22 Pieces, 44 Heads Lot#2
A brief description of the sample: #6 double headed rebar
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pacific Steel

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 65028682
Head Manufacturer Lot Number(s): N/A
Rebar Size: #6
Headed Bar Model Name: 555
Size of Head: Reduced Size - 4x
Head Connection Type: Forged
Head Shape: Circular
Rebar Manufacturer: Gerdau
Head Manufacturer: HRC
Head Fabricator: HRC
Material Standard Code: ASTM A706

Test Information

DIME Test ID: 2020-07-30-5-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Date Tested: 8/3/2020
Verified Date: 8/3/2020
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
2 0.44 44279 100633 OK Necking fsaylor
Temperature: 72 f
UTM: 400kip