Sample Record for 2025-04-07-2
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: 2025-04-07-2
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 - Welded Hoops
Sample Taken Date: 04/07/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/09/2025
The quantity of what the sample constitutes: 150 pcs.
A brief description of the sample: #6 rebar 3'-0" Lot 1 hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RKR Steel Welding
Material Information
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 378524
Hoop Manufacturer Lot Number(s): 378524
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #6
Diameter of Hoop: 3'-0"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Cascade
Welding Company: RKR Steel Welding
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 1
DIME Test ID: 2025-04-07-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/25/2025
Date Tested: 04/25/2025
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) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 1 | 6 | 0.44 | 45250 | 103000 | ok necking | Kleinfelder | | 2 | 1 | 6 | 0.44 | 42880 | 97500 | ok necking | Kleinfelder | | 3 | 1 | 6 | 0.44 | 44200 | 100000 | ok necking | Kleinfelder | | 4 | 1 | 6 | 0.44 | 43470 | 99000 | ok necking | Kleinfelder |
| |
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UTM
|
NA
|
|
Temperature
|
0 f
|
