Sample Record for 2021-11-16-18
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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: 2021-11-16-18
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: 11/16/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/18/2021
The quantity of what the sample constitutes: 4
A brief description of the sample: Double Barrel Zap Screwlok
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC BarSplice
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: #8
Coupler Model: Double Barrel Zap Screwlok
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 0021
Rebar Heat Number(s): 3105804
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 4
DIME Test ID: 2021-11-16-18-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/22/2021
Date Tested: 11/22/2021
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
|
Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 1 | 2 | 8/25mm | 0.79 | 79770.85 | 100976 | Service Splice | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
Test 2 of 4
DIME Test ID: 2021-11-16-18-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/22/2021
Date Tested: 11/22/2021
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
|
Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 2 | 2 | 8/25mm | 0.79 | 80907.64 | 102415 | Service Splice | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
Test 3 of 4
DIME Test ID: 2021-11-16-18-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/22/2021
Date Tested: 11/22/2021
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:
Test Result Compliance:
Additional Comments When Verified:
Number of Samples
|
1
|
Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 3 | 2 | 8/25mm | 0.79 | 421.77 | 534 | | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72 f
|
Test 4 of 4
DIME Test ID: 2021-11-16-18-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/22/2021
Date Tested: 11/22/2021
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
|
Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 3 | 2 | 8/25mm | 0.79 | 78650.39 | 99557 | Service Splice | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72 f
|