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Sample Record for 2025-05-19-4

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Project Information

Project ID: 1000300 DEA: 060S0504 EFIS: 0615000047 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-166-17.5
Work Description: MICROPILING, STRUCTURAL CONCRETE, AND HOT MIX ASPHALT (TYPE A).
Location Description: KERN COUNTY NEAR METTLER AT CALIFORNIA AQUEDUCT BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: James Burford Structure Rep.: Albert Heredia

Sample Information

DIME Sample ID: 2025-05-19-4
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 05/19/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/21/2025
The quantity of what the sample constitutes: 24 (Lot #1)
A brief description of the sample: 1 sample of (4) #8 rebar with HRC 555 Heads
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: PJ's Rebar

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 3500039816
Head Manufacturer Lot Number(s): N/A
Rebar Size: #8
Headed Bar Model Name: HRC 555
Size of Head: Reduced Size - 4x
Head Connection Type:
Head Shape: Circular
Rebar Manufacturer: Nucor
Head Manufacturer: HRC
Head Fabricator: PJs Rebar
Material Standard Code: ASTM A706
Headed Bar Unique ID: 4FG-17-01

Test Results

Test 1 of 1

DIME Test ID: 2025-05-19-4-1
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 05/28/2025
Date Tested: 05/28/2025
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples 4
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
10.797256092000Ok NeckingKleinfelder
10.797253092000Ok NeckingKleinfelder
10.797179091000Ok NeckingKleinfelder
10.797144090500Ok NeckingKleinfelder
Temperature 0 f
UTM NA