Sample Record for 2026-01-22-10
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: 2026-01-22-10
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: 01/22/2026
Date that the sample was received by the laboratory/organization performing the testing: 01/26/2026
The quantity of what the sample constitutes: 280
A brief description of the sample: HRC 500/510 Couplers
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Headed Reinforcement Corporation (HRC)
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Nucor
Coupler Manufacturer: Headed Reinforcement Corporation
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): 4154542
Rebar Size 2 :
Coupler Unique ID: TP-17-03
Test Results
Test 1 of 2
DIME Test ID: 2026-01-22-10-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 01/28/2026
Date Tested: 01/28/2026
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: complies
Additional Comments When Verified:
|
Number of Samples
|
4
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 1 | 6 | 0.44 | 0.004 | 40140 | 91000 | ok necking | Kleinfelder | | 2 | 1 | 6 | 0.44 | 0 | 40950 | 93000 | ok necking | Kleinfelder | | 3 | 1 | 6 | 0.44 | 0 | 41050 | 93500 | ok necking | Kleinfelder | | 4 | 1 | 6 | 0.44 | 0 | 41970 | 95500 | ok necking | Kleinfelder |
| |
|
Temperature
|
72 f
|
|
UTM
|
NA
|
|
Halo ID
|
NA
|
Test 2 of 2
DIME Test ID: 2026-01-22-10-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 01/28/2026
Date Tested: 01/28/2026
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:
|
Number of Samples
|
4
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 2 | 6 | 0.44 | 0.002 | 39980 | 91000 | ok necking | Kleinfelder | | 2 | 2 | 6 | 0.44 | 0000 | 40890 | 93000 | ok necking | Kleinfelder | | 3 | 2 | 6 | 0.44 | 0000 | 41870 | 95000 | ok necking | Kleinfelder | | 4 | 2 | 6 | 0.44 | 0000 | 41010 | 93000 | ok necking | Kleinfelder |
| |
|
Temperature
|
0 f
|
|
UTM
|
NA
|
|
Halo ID
|
na
|
