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Sample Record for 2021-08-13-6

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Project Information

Project ID: 215188 DEA: 080F5434 EFIS: 0817000239 Permit Numbers: 0823NMC0369 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-I-15,SR-91-6.1-7.6
Work Description: I-15 ELC: 15/91 Express Lanes Connector Project (ELC)
Location Description: Junction of I-15 and SR-91 in Corona, CA
Contractor Name: Myers-Rados Joint Venture
Contractor Address: 629 N. Main Street, Suite C3, Corona, CA 92878
Resident Engineer: Roy Fisher Structure Rep.: Alhakem Alina

Sample Information

DIME Sample ID: 2021-08-13-6
TL Number from the TL Form: C2108-D
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: 08/13/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/16/2021
The quantity of what the sample constitutes: 4
A brief description of the sample: Lap Splice
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: BarSplice CMC Rebar

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC Rebar
Coupler Manufacturer: BarSplice
Intermediate Assembler or Fabricator:
Rebar Size: #7
Coupler Model: 07DBZA
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 0099
Rebar Heat Number(s): 4110469
Rebar Size 2 :
Coupler Unique ID:

Test Results

Test 1 of 3

DIME Test ID: 2021-08-13-6-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/17/2021
Date Tested: 08/17/2021
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: Service Splice
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
117/22mm0.657335.1095558Service Splicefsaylor
UTM 400kip
Temperature 72 f

Test 2 of 3

DIME Test ID: 2021-08-13-6-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/17/2021
Date Tested: 08/17/2021
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: Service Splice
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
217/22mm0.658580.7497635Service Splicefsaylor
UTM 400kip
Temperature 72 f

Test 3 of 3

DIME Test ID: 2021-08-13-6-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/17/2021
Date Tested: 08/17/2021
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: Service Splice
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
317/22mm0.658027.2596712Service Splicefsaylor
UTM 400kip
Temperature 72 f