Sample Record for 2025-10-31-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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: 2025-10-31-3
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 - Couplers
Sample Taken Date: 10/31/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/05/2025
The quantity of what the sample constitutes: 4 Coupler Assemblies
A brief description of the sample: #6 Rebar Coupler Assy
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC Steel Arizona
Coupler Manufacturer: HRC Nucor
Intermediate Assembler or Fabricator:
Rebar Size: #6
Coupler Model: HRC 500/510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 100022786140
Rebar Heat Number(s): 4152032
Rebar Size 2 :
Coupler Unique ID: TP-17-03
Test Results
Test 1 of 1
DIME Test ID: 2025-10-31-3-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 11/12/2025
Date Tested: 11/12/2025
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: 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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4
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| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 1 | 6 | 0.44 | 0.010 | 40840 | 93000 | ok necking | Kleinfelder | | 2 | 1 | 6 | 0.44 | 0000 | 41990 | 95500 | ok necking | Kleinfelder | | 3 | 1 | 6 | 0.44 | 0000 | 38960 | 88500 | ok necking | Kleinfelder | | 4 | 1 | 6 | 0.44 | 0000 | 41520 | 94500 | ok necking | Kleinfelder |
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Temperature
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0 f
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UTM
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NA
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Halo ID
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na
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