Sample Record for 2025-08-01-9
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215620 DEA: 01436404 EFIS: 0100000193
QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-35.8/36.5
Work Description: Dr. Fine Bridge Replacement
Location Description: DR. FINE BRIDGE REPLACEMENT FROM LAKE EARL DR TO S FRED D. HAIGHT DR ON HWY 101 ACROSS SMITH RIVER.
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Clayton Malmberg Structure Rep.: Brian Cinkutis
Sample Information
DIME Sample ID: 2025-08-01-9
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: 08/01/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/04/2025
The quantity of what the sample constitutes: 150
A brief description of the sample: Barsplice Zap Screwlok Coupler Type 2
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: BarSplice
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Cascade
Coupler Manufacturer: BarSplice
Intermediate Assembler or Fabricator:
Rebar Size: #11
Coupler Model: Zap Screwlok Type 2
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 4000022918
Rebar Heat Number(s): 226825
Rebar Size 2 :
Coupler Unique ID: SL-17-03
Test Results
Test 1 of 1
DIME Test ID: 2025-08-01-9-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 08/12/2025
Date Tested: 08/12/2025
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 | 0.0024 | 153060 | 98115 | ok necking | Atlas | | 2 | 1 | 11 | 1.56 | 0000 | 152820 | 97962 | ok necking | Atlas | | 3 | 1 | 11 | 1.56 | 0000 | 153010 | 98083 | ok necking | Atlas | | 4 | 1 | 11 | 1.56 | 0000 | 152760 | 97923 | ok necking | Atlas |
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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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