Sample Record for 2024-11-07-52
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995067 DEA: 11430394 EFIS: 1118000115
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-23.9/25.1
Work Description: WIDEN FREEWAY, STRUCTURES, CONSTRUCT SIGNS, LANDSCAPE AND ELECTRICAL.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM 0.2 MILE NORTH OF ROUTE 805/52 SEPARATION TO 0.3 MILE SOUTH OF NOBEL DRIVE OVERCROSSING
Contractor Name: GRIFFITH COMPANY
Contractor Address: 13400 Sabre Spring Parkway Ste 200, San Diego, CA 92128
Resident Engineer: Tyler Jones Structure Rep.: Carlos Guzman
Sample Information
DIME Sample ID: 2024-11-07-52
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: 11/07/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/14/2024
The quantity of what the sample constitutes: 4
A brief description of the sample: #8 Lenton Couplers
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Erico
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: Erico
Intermediate Assembler or Fabricator:
Rebar Size: #8
Coupler Model: Lenton A2
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): M0099
Rebar Heat Number(s): 9004392
Rebar Size 2 :
Coupler Unique ID: ST-17-01
Test Results
Test 1 of 3
DIME Test ID: 2024-11-07-52-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Necking)
Verified Date: 12/06/2024
Date Tested: 12/02/2024
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 3
DIME Test ID: 2024-11-07-52-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Slip)
Verified Date: 12/06/2024
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:
|
Sample 1 Total Slip
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0.002 in
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Sample 2 Total Slip
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no data0 in
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Sample 3 Total Slip
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no data0 in
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Sample 4 Total Slip
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no data0 in
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Test 3 of 3
DIME Test ID: 2024-11-07-52-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 12/06/2024
Date Tested: 12/02/2024
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
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | M0099 | 8 | 0.79 | 73630 | 93203 | Atlas Technical Consultants | Miguel Baltazar | | 2 | M0099 | 8 | 0.79 | 73350 | 92848 | Atlas Technical Consultants | Miguel Baltazar | | 3 | M0099 | 8 | 0.79 | 73830 | 93456 | Atlas technical Consultants | Miguel Baltazar | | 4 | M0099 | 8 | 0.79 | 74660 | 94506 | Atlas Technical Consultants | Miguel Baltazar |
| |
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UTM
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NA
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Temperature
|
0000 f
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