Sample Record for 2026-01-06-10
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000612 DEA: 120R57U4 EFIS: 1223000131
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-405-11.4/24.2
Work Description: PLACE JPCP (RSC) AND RHMA, AND MODIFY ELECTRICAL SYSTEMS.
Location Description: ORANGE COUNTY FROM HARBOR BOULEVARD UNDERCROSSING IN COSTA MESA TO LOS ANGELES COUNTY LINE AT ROSSMOOR
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 9050 Norris Ave. #200, Westlake Village, CA 91361
Resident Engineer: Mario Leon Structure Rep.: Maribel Munoz Blanco
Sample Information
DIME Sample ID: 2026-01-06-10
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (213) 505-4213
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 01/06/2026
Date that the sample was received by the laboratory/organization performing the testing: 01/13/2026
The quantity of what the sample constitutes: 239
A brief description of the sample: #6 Spliced Rebar
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Next Century Rebar
Material Information
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Cascade
Coupler Manufacturer: Dayton Superior
Intermediate Assembler or Fabricator:
Rebar Size: #6
Coupler Model: D340 Taper Lock
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 6940
Rebar Heat Number(s): 479425
Rebar Size 2 :
Coupler Unique ID: ST-17-13
Test Results
Test 1 of 1
DIME Test ID: 2026-01-06-10-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 01/21/2026
Date Tested: 01/15/2026
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:
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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 | 479425 | 6 | 0.44 | 0.003 | 40310 | 91500 | NA | Kleinfelder | | 2 | 479425 | 6 | 0.44 | 0 | 40980 | 93000 | NA | Kleinfelder | | 3 | 479425 | 6 | 0.44 | 0 | 41450 | 94000 | NA | Kleinfelder | | 4 | 479425 | 6 | 0.44 | 0 | 41000 | 93000 | NA | Kleinfelder |
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Temperature
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0 f
|
|
UTM
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NA
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|
Halo ID
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NA
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