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Testing Report for 2021-02-09-24-1

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: 2021-02-09-24
TL Number from the TL Form:
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: 2/9/2021
Date that the sample was received by the laboratory/organization performing the testing: 2/9/2021
The quantity of what the sample constitutes: 300
A brief description of the sample: #8 HRC 555
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pacific Steel Group

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 3500011782
Head Manufacturer Lot Number(s): 1
Rebar Size: #8
Headed Bar Model Name: HRC 555
Size of Head: Reduced Size - 4x
Head Connection Type: Friction Weld
Head Shape: Circular
Rebar Manufacturer: Nucor
Head Manufacturer: HRC
Head Fabricator: Pacific Steeel Group
Material Standard Code: ASTM A706

Test Information

DIME Test ID: 2021-02-09-24-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Date Tested: 2/9/2021
Verified Date: 2/10/2021
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
1 0.79 76728 97124 OK Necking fsaylor
Temperature: 72 f
UTM: 400kip