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Sample Record for 2026-07-16-13

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Project Information

Project ID: 1001123 DEA: 051H4704 EFIS: 0516000078 QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-9-9-13.6,15.5
Work Description: REPLACE BRIDGES AND INSTALL MGS.
Location Description: SANTA CRUZ COUNTY NEAR BOULDER CREEK AT SAN LORENZO RIVER BRIDGE AND AT KINGS CREEK BRIDGE
Contractor Name: GORDON N. BALL, INC.
Contractor Address: Unknown
Resident Engineer: Ian Nguyen Structure Rep.: Jarred Burrows

Sample Information

DIME Sample ID: 2026-07-16-13
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: 07/16/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/22/2026
The quantity of what the sample constitutes: 1st Lot
A brief description of the sample: #8 ASTM A706 Gr. 60 HRC 555 Headed Rebar
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC - Tracy

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 9013981
Head Manufacturer Lot Number(s): 1
Rebar Size: #8
Headed Bar Model Name: Type 555
Size of Head: Reduced Size - 4x
Head Connection Type:
Head Shape: Circular
Rebar Manufacturer: CMC Steel Arizona
Head Manufacturer: Headed Reinforcement Corp
Head Fabricator: CMC Rebar Tracy
Material Standard Code: ASTM A706
Headed Bar Unique ID: 4FG-17-01
Test results on following page(s): 1

Test Results

Test

DIME Test ID: 2026-07-16-13-1
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/03/2026
Date Tested: 08/03/2026
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
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
10.797419593900Ok NeckingWSP
10.797396593600Ok NeckingWSP
10.797525095300Ok NeckingWSP
10.797604096300Ok NeckingWSP
Temperature 0 f
UTM NA