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Sample Record for 2025-09-23-8

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Project Information

Project ID: 1000403 DEA: 120K91U4 EFIS: 1222000031 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-91-R9.2/R11.4
Work Description: CONST BRIDGES, RW, SW, PAVEMENT, DRAINAGE AND ELECTRICAL SYSTEMS.
Location Description: ORANGE COUNTY IN ANAHEIM FROM 0.9 MILE WEST TO 1.3 MILES EAST OF LAKEVIEW AVENUE OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 16700 Valley View Avenue Suite 300
Resident Engineer: Steve Kinaly Structure Rep.: Wei-Jen Lee

Sample Information

DIME Sample ID: 2025-09-23-8
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3672 - Richmond
Sample Organization Contact: (510) 231-7108
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 09/23/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/29/2025
The quantity of what the sample constitutes: 648 pieces
A brief description of the sample: HRC 555 Heads & HRC 510 Bars
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier: 55-1143
Structure name: Lakeview Ave OC
The fabricator/manufacturer/facility name: CMC San Bernardino

Material Information

Production or Authorization Testing: Authorization Testing
Rebar Heat Number(s): 4149386
Head Manufacturer Lot Number(s): 1 to 5
Rebar Size: #6
Headed Bar Model Name: HRC 555
Size of Head: Reduced Size - 4x
Head Connection Type: Forged
Head Shape: Circular
Rebar Manufacturer: CMC HRC
Head Manufacturer: HRC
Head Fabricator: CMC HRC
Material Standard Code: ASTM A706
Headed Bar Unique ID: 4FG-17-01

Test Results

Test 1 of 1

DIME Test ID: 2025-09-23-8-3
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 10/08/2025
Date Tested: 10/08/2025
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 8
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
10.444170095000Ok NeckingKleinfelder
10.444129094000Broke at HeadKleinfelder
10.444209095500Ok NeckingKleinfelder
10.444156094500Ok NeckingKleinfelder
40.444140094000Ok NeckingKleinfelder
40.444242096500Ok NeckingKleinfelder
40.444208095500Ok NeckingKleinfelder
40.444120093500Ok NeckingKleinfelder
Temperature 0 f
UTM NA

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2025-09-23-8-2ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)09/23/2025Not scheduledAdrian SanchezCT HQ - QASI Los Angeles Field Office