Sample Record for 2020-11-05-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214847 DEA: 074W8204 EFIS: 0720000009
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-101-17.7
Work Description: REPLACE STRUCTURAL CONCRETE BRIDGE AND PLACE CONCRETE BARRIER.
Location Description: VENTURA COUNTY IN CAMARILLO AT CENTRAL AVENUE OVERCROSSING
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: 26320 LESTER CIRCLE, CORONA, CA 92883
Resident Engineer: Saeid Shakeri Structure Rep.: Hussam Buran
Sample Information
DIME Sample ID: 2020-11-05-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 11/05/2020
Date that the sample was received by the laboratory/organization performing the testing: 11/09/2020
The quantity of what the sample constitutes: 422
A brief description of the sample: #5 Quick Wedge couplers
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Rouch Rebar
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC Steel Arizona
Coupler Manufacturer: Erico nVent
Intermediate Assembler or Fabricator: Rouch Rebar
Rebar Size: #5
Coupler Model: Lenton Quick Wedge
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): A202734
Rebar Heat Number(s): 4099688
Rebar Size 2 : 5
Coupler Unique ID:
Test Results
Test 1 of 9
DIME Test ID: 2020-11-05-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/10/2020
Date Tested: 11/10/2020
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 | 1 | 5/16mm | 0.31 | 30295.60 | 97728 | Service Splice | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 2 of 9
DIME Test ID: 2020-11-05-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/10/2020
Date Tested: 11/10/2020
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 | 1 | 5/16mm | 0.31 | 29177.24 | 94120 | Service Splice | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 3 of 9
DIME Test ID: 2020-11-05-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/10/2020
Date Tested: 11/10/2020
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 | 1 | 5/16mm | 0.31 | 30134.57 | 97208 | Service Splice | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 4 of 9
DIME Test ID: 2020-11-05-1-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/10/2020
Date Tested: 11/10/2020
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 | 5/16mm | 0.31 | 30279.69 | 97676 | Service Splice | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 5 of 9
DIME Test ID: 2020-11-05-1-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/10/2020
Date Tested: 11/10/2020
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 | 5/16mm | 0.31 | 30486.50 | 98344 | Service Splice | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 6 of 9
DIME Test ID: 2020-11-05-1-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/10/2020
Date Tested: 11/10/2020
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 | 5/16mm | 0.31 | 29455.29 | 95017 | Service Splice | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 7 of 9
DIME Test ID: 2020-11-05-1-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/10/2020
Date Tested: 11/10/2020
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 | 3 | 5/16mm | 0.31 | 29516.41 | 95214 | Service Splice | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 8 of 9
DIME Test ID: 2020-11-05-1-8
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/10/2020
Date Tested: 11/10/2020
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 | 3 | 5/16mm | 0.31 | 29456.49 | 95021 | Service Splice | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 9 of 9
DIME Test ID: 2020-11-05-1-9
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/10/2020
Date Tested: 11/10/2020
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 | 3 | 5/16mm | 0.31 | 31080.71 | 100260 | Service Splice | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
