Sample Record for 2026-03-24-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001469 DEA: 120K62U4 EFIS: 1224000090
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA, -5-R25.8/30.3
Work Description: CONST BRIDGE, RW, SW, PAVEMENT, DRAINAGE, AND ELECTRICAL SYSTEMS.
Location Description: ORANGE COUNTY IN IRVINE AND TUSTIN FROM YALE AVENUE OVERCROSSING TO ROUTE 5/55 SEPARATION
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 16700 Valley View Avenue Suite 300, La Mirada, CA 90638
Resident Engineer: Clay Walker Structure Rep.: Younho Rew
Sample Information
DIME Sample ID: 2026-03-24-8
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 - Welded Hoops
Sample Taken Date: 03/24/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/30/2026
The quantity of what the sample constitutes: 187 hoops
A brief description of the sample: #7 rebar 5' diameter
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martinez Steel
Material Information
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 381924
Hoop Manufacturer Lot Number(s): Lot 1 and 2
Material Standard Code: ASTM A615
Material Grade: 60
Rebar Size: #7
Diameter of Hoop: 5'-0"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Cascade Steel
Welding Company: Martines Steel
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test
DIME Test ID: 2026-03-24-8-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/06/2026
Date Tested: 04/06/2026
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 Samples
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8
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| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 1 | 7 | 0.60 | 55730 | 93000 | ok necking | Kleinfelder | | 2 | 1 | 7 | 0.60 | 54950 | 91500 | ok necking | Kleinfelder | | 3 | 1 | 7 | 0.60 | 54180 | 90500 | ok necking | Kleinfelder | | 4 | 1 | 7 | 0.60 | 54810 | 91500 | ok necking | Kleinfelder | | 1 | 2 | 7 | 0.60 | 54100 | 90000 | ok necking | Kleinfelder | | 2 | 2 | 7 | 0.60 | 55000 | 91500 | ok necking | Kleinfelder | | 3 | 2 | 7 | 0.60 | 56010 | 93500 | ok necking | Kleinfelder | | 4 | 2 | 7 | 0.60 | 55200 | 92000 | ok necking | Kleinfelder |
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UTM
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NA
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Temperature
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0 f
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