Sample Record for 2025-07-20-9
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994864 DEA: 050N74U4 EFIS: 0522000025
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-9.9/10.6
Work Description: SB 101 4D North San Ysidro to Olive Mill
Location Description: In Santa Barbara County in and near Santa Barbara from 0.1 mile south of San Ysidro Road Overcrossing to 0.1 north of Olive Mill Road Overcrossing
Contractor Name: Craig Flowers (Granite Construction Company)
Contractor Address: PO Box 6744, Santa Barbara, CA 93160
Resident Engineer: Taylor Merlo Structure Rep.: Emiliano Berntsen
Sample Information
DIME Sample ID: 2025-07-20-9
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: 07/20/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/23/2025
The quantity of what the sample constitutes: 288
A brief description of the sample: Dayton Superior coupler
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Rebar Dayton Superior
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC
Coupler Manufacturer: Dayton Superior
Intermediate Assembler or Fabricator:
Rebar Size: #8
Coupler Model: D250L Bar Lock
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 4000005510 / 202937
Rebar Heat Number(s): 9008229
Rebar Size 2 : 8
Coupler Unique ID: SL-17-06
Test Results
Test 1 of 1
DIME Test ID: 2025-07-20-9-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 07/31/2025
Date Tested: 07/31/2025
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 | 8 | 0.79 | 0.005 | 79250 | 100000 | service splice | Kleinfelder | | 2 | 1 | 8 | 0.79 | 0000 | 82210 | 104000 | service splice | Kleinfelder | | 3 | 1 | 8 | 0.79 | 0000 | 81110 | 103000 | service splice | Kleinfelder | | 4 | 1 | 8 | 0.79 | 0000 | 81060 | 103000 | service splice | 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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