Sample Record for 2023-06-01-37
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Project Information
Project ID: 994332 DEA: 11430444 EFIS: 1118000204
QA Service Level: 1
DIST-CO-RTE-PM: 11-IMP-8,78-Var
Work Description: REHABILITATE BRIDGES, CONCRETE BARRIERS, TERMINAL SYSTEMS, ELECTRICAL.
Location Description: IMPERIAL COUNTY AT VARIOUS LOCATIONS
Contractor Name: J. FRANCIS COMPANY
Contractor Address: 16197 Krameria Ave, Riverside, CA 92504
Resident Engineer: Karl Hartline Structure Rep.: Karl Hartline
Sample Information
DIME Sample ID: 2023-06-01-37
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3668 - Del Mar 1
Sample Organization Contact: (858) 688-1375
Type of Sample: Preliminary
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 06/01/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/09/2023
The quantity of what the sample constitutes: 4
A brief description of the sample: #5 Barsplice Couplers
From where was the sample collected: Job Site
Laboratory sample identification: 690956
Structure unique identifier: 58-0196R
Structure name: All American Canal Rt
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: CMC
Coupler Manufacturer: BarSplice
Intermediate Assembler or Fabricator:
Rebar Size: #5
Coupler Model: Grip Twist
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): C219745
Rebar Heat Number(s): 6032266
Rebar Size 2 :
Coupler Unique ID: SS-17-05
Test Results
Test 1 of 3
DIME Test ID: 2023-06-01-37-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 06/20/2023
Date Tested: 06/09/2023
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: BarSplice coupler ok necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 1 | | No. 5/16mm | C219745 | 0.0014 | 0.31 | 30282 | 97684 | BarSplice coupler ok necking | rmacias |
| |
UTM
|
400kip
|
Temperature
|
72.00 f
|
Halo ID
|
Small
|
Test 2 of 3
DIME Test ID: 2023-06-01-37-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 06/20/2023
Date Tested: 06/09/2023
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: BarSplice Grip Twist necking ok
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 2 | | No. 5/16mm | C219745 | 0 | 0.31 | 30263 | 97622 | BarSplice Grip Twist necking ok | rmacias |
| |
UTM
|
400kip
|
Temperature
|
72.00 f
|
Halo ID
|
|
Test 3 of 3
DIME Test ID: 2023-06-01-37-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 06/20/2023
Date Tested: 06/09/2023
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: BarSplice Grip Twist necking ok
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 3 | | No. 5/16mm | C219745 | 0 | 0.31 | 30297 | 97731 | BarSplice Grip Twist necking ok | rmacias |
| |
UTM
|
400kip
|
Temperature
|
72.00 f
|
Halo ID
|
|