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Sample Record for 2024-04-24-6

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Project Information

Project ID: 994574 DEA: 050C7334 EFIS: 0518000116 QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-1-10.5/13.4
Work Description: CONSTRUCT OVERCROSSING AND AUXILIARY LANE/ Replace Capitola Ave OC + RWs and SWs
Location Description: SANTA CRUZ COUNTY IN AND NEAR CITY OF CAPITOLA FROM STATE PARK DRIVE OVERCROSSING TO 0.2 MILE NORTH OF BAY AVENUE UNDERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 580 West Beach Street, Watsonville, CA 95076
Resident Engineer: Fernando Dos Santos Structure Rep.: Luis Melendez

Sample Information

DIME Sample ID: 2024-04-24-6
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: 04/24/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/26/2024
The quantity of what the sample constitutes: 16 Headed Bar
A brief description of the sample: #9 HRC 150 T-Heads
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HRC- Fountain Valley

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 9002025
Head Manufacturer Lot Number(s): 400000369222
Rebar Size: #9
Headed Bar Model Name: HRC 150
Size of Head: Full Size - 9x
Head Connection Type: Friction Weld
Head Shape: Circular
Rebar Manufacturer: CMC Steel - Rancho Cucamonga
Head Manufacturer: Nucor Utah
Head Fabricator: HRC Fountain Valley
Material Standard Code: ASTM A706
Headed Bar Unique ID: 9FW-17-04

Test Results

Test 1 of 3

DIME Test ID: 2024-04-24-6-1
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/26/2024
Date Tested: 04/26/2024
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: Ok Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
119223092230Ok Neckingaauvinen
Temperature 72 f
UTM 400kip

Test 2 of 3

DIME Test ID: 2024-04-24-6-2
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/26/2024
Date Tested: 04/26/2024
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: Ok Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
119196191961Ok Neckingaauvinen
Temperature 72 f
UTM 400kip

Test 3 of 3

DIME Test ID: 2024-04-24-6-3
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/26/2024
Date Tested: 04/26/2024
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: Ok Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
119212992129Ok Neckingaauvinen
Temperature 72 f
UTM 400kip