Sample Record for 2025-05-14-44
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993446 DEA: 120J34U4 EFIS: 1218000034
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-55,55-29.6,R6.4/10.3
Work Description: CONSTR BRIDGES, RW, SW, JPCP, HMA PVMT, DRAINAGE AND ELECT SYSTEMS.
Location Description: ORANGE COUNTY IN IRVINE, SANTA ANA, AND TUSTIN ON ROUTE 5 AT NEWPORT AVENUE UNDERCROSSING AND ON ROUTE 55 FROM 0.4 MILE NORTH OF ROUTE 55/405 SEPARATION TO 0.1 MILE SOUTH OF ROUTE 5/55 SEPARATION
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Road, Suite 200, Westlake Village, CA 91361
Resident Engineer: Adrian Wu Structure Rep.: Yong Gyun Park
Sample Information
DIME Sample ID: 2025-05-14-44
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 05/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/19/2025
The quantity of what the sample constitutes: 4
A brief description of the sample: HRC 500 510 Couplers
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HRC
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Cascade
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator:
Rebar Size: #11
Coupler Model: HRC 500/510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 74137464, 73137344
Rebar Heat Number(s): 215324
Rebar Size 2 :
Coupler Unique ID: TP-17-03
Test Results
Test 1 of 1
DIME Test ID: 2025-05-14-44-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 05/22/2025
Date Tested: 05/22/2025
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
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 | 11 | 1.56 | 0.008 | 153870 | 98500 | ok necking | Kleinfelder | | 2 | 1 | 11 | 1.56 | 0000 | 153810 | 98500 | ok necking | Kleinfelder | | 3 | 1 | 11 | 1.56 | 0000 | 153860 | 98500 | ok necking | Kleinfelder | | 4 | 1 | 11 | 1.56 | 0000 | 154690 | 99000 | ok necking | Kleinfelder |
| |
|
Temperature
|
0 f
|
|
UTM
|
NA
|
|
Halo ID
|
na
|
