Sample Record for 2024-11-27-4
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994875 DEA: 101F1804 EFIS: 1016000077
QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-4-R16.0/R19.4
Work Description: BRIDGE WORK, CONCRETE BARRIER, AND INSTALL RAMP METER SYSTEM.
Location Description: SAN JOAQUIN COUNTY IN STOCKTON AT VARIOUS LOCATIONS FROM 0.3 MILE EAST OF ROUTE 4/5 SEPARATION TO 0.4 MILE WEST OF ROUTE 4/99 SEPARATION
Contractor Name: VIKING CONSTRUCTION COMPANY, INC.
Contractor Address: P.O. Box 1508, Rancho Cordova, CA 95741
Resident Engineer: Toafael Anwar Structure Rep.: Ron Matin
Sample Information
DIME Sample ID: 2024-11-27-4
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: 11/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/02/2024
The quantity of what the sample constitutes: 4
A brief description of the sample: Coupler
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC
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: Eaton
Intermediate Assembler or Fabricator:
Rebar Size: #11
Coupler Model: Erico Lenton A2
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 9274, 8296225
Rebar Heat Number(s): 4111323
Rebar Size 2 :
Coupler Unique ID: ST-17-01
Test Results
Test 1 of 2
DIME Test ID: 2024-11-27-4-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Necking)
Verified Date: 12/09/2024
Date Tested: 12/06/2024
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: Atlas Technical Consultants
Test Result Compliance:
Additional Comments When Verified:
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Necking Test Option
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Necking Test Option I
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Shape of the Sample
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Straight Sample
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Sample 1 Visible Necking?
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Yes
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Sample 1 Location of Fracture?
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Threads
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Sample 2 Visible Necking?
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Yes
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Sample 2 Location of Fracture?
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Threads
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Sample 3 Visible Necking?
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Yes
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Sample 3 Location of Fracture?
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Threads
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Sample 4 Visible Necking?
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Yes
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Sample 4 Location of Fracture?
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Threads
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Test 2 of 2
DIME Test ID: 2024-11-27-4-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 12/09/2024
Date Tested: 12/06/2024
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: Atlas Technical Consultants
Test Result Compliance:
Additional Comments When Verified:
|
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 | 8296225 | 11 | 1.56 | 0.005 | 139280 | 89282 | Atlas Technical Consultants | Miguel Baltazar | | 2 | 8296225 | 11 | 1.56 | 000 | 140560 | 90103 | Atlas Technical Consultants | Miguel Baltazar | | 3 | 8296225 | 11 | 1.56 | 000 | 136430 | 87455 | Atlas Technical Consultants | Miguel Baltazar | | 4 | 8296225 | 11 | 1.56 | 000 | 133510 | 85583 | Atlas Technical Consultants | Miguel Baltazar |
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Temperature
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000 f
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UTM
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NA
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Halo ID
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000
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