Sample Record for 2026-08-14-3
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: 2026-08-14-3
TL Number from the TL Form: TL-6034
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 08/14/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/14/2026
The quantity of what the sample constitutes: 150 T-head bars
A brief description of the sample: #8 HRC 555 T-Heads (PSG Lot #1)
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pacific Steel Group Napa
Material Information
Production or Authorization Testing: Authorization Testing
Rebar Heat Number(s): 3500048073
Head Manufacturer Lot Number(s): HRC555
Rebar Size: #8
Headed Bar Model Name: HRC555
Size of Head: Reduced Size - 4x
Head Connection Type: Forged
Head Shape: Circular
Rebar Manufacturer: Nucor-Seattle
Head Manufacturer: Headed Reinforcement Corp
Head Fabricator: Headed Reinforcement Corp
Material Standard Code: ASTM A706
Headed Bar Unique ID: 4FG-17-01
Test Results
Test
DIME Test ID: 2026-08-14-3-1
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/25/2026
Date Tested: 08/25/2026
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 | 75195 | 95180 | Ok Necking | WSP | | 1 | 0.79 | 73410 | 92920 | Ok Necking | WSP | | 1 | 0.79 | 73110 | 92540 | Ok Necking | WSP | | 1 | 0.79 | 72945 | 92340 | Ok Necking | WSP |
| |
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Temperature
|
0 f
|
|
UTM
|
NA
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