Sample Record for 2026-08-27-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000511 DEA: 06487404 EFIS: 0616000029
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-35.8/37.1
Work Description: Caldwell Interchange SR99/Ave280 (Visalia) - Replace Bridge Structures and Construct Roundabouts.
Location Description: TULARE COUNTY IN AND NEAR VISALIA FROM 0.6 MILE SOUTH OF AVENUE 280 OVERCROSSING TO 0.7 MILE NORTH OF AVENUE 280 OVERCROSSING
Contractor Name: Granite Construction Company (Karen Cervantes)
Contractor Address: 2716 Granite Court, Fresno, CA 93706
Resident Engineer: Alberto Lopez Structure Rep.: Martin Garcia
Sample Information
DIME Sample ID: 2026-08-27-3
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 08/27/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/31/2026
The quantity of what the sample constitutes: Lot 1: 72 Headed Bars (8618 lbs.)
A brief description of the sample: ASTM A706 Gr 60 #8 Rebar with HRC 555 Head
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): 9014633
Head Manufacturer Lot Number(s): 9014633
Rebar Size: #8
Headed Bar Model Name: 555
Size of Head: Reduced Size - 4x
Head Connection Type: Forged
Head Shape: Circular
Rebar Manufacturer: CMC Steel Arizona
Head Manufacturer: CMC Steel Arizona
Head Fabricator: HRC
Material Standard Code: ASTM A706
Headed Bar Unique ID: 4FG-17-01
Test Results
Test
DIME Test ID: 2026-08-27-3-1
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/16/2026
Date Tested: 09/16/2026
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:
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Number of Headed Bar Samples
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4
|
| Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By | | 1 | 0.79 | 72110 | 91300 | Ok Necking | WSP | | 1 | 0.79 | 69380 | 87800 | Ok Necking | WSP | | 1 | 0.79 | 71385 | 90400 | Ok Necking | WSP | | 1 | 0.79 | 71400 | 90400 | Ok Necking | WSP |
| |
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Temperature
|
0 f
|
|
UTM
|
NA
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