Sample Record for 2021-10-19-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993322 DEA: 010L4204 EFIS: 0122000008
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN,MEN/MEN-101-4/6, 4.0/6.0
Work Description: Landslide Repair near Commisky
Location Description:
Contractor Name: MALCOLM DRILLING COMPANY, INC.
Contractor Address: 246 GHILOTTI AVENUE, SANTA ROSA, CA 95407
Resident Engineer: Katharine Perrin Structure Rep.: Kitt Tongthaworn
Sample Information
DIME Sample ID: 2021-10-19-3
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 10/19/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/19/2021
The quantity of what the sample constitutes: 300
A brief description of the sample: #8 welded hoops Lot # H01 and H02
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Conco Reinforcing Benicia
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Rebar Heat Number(s): 250721
Hoop Manufacturer Lot Number(s): Group 1 H01 Group 2 H02
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #8
Diameter of Hoop: 5'-6"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Cascade
Welding Company: TNT Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 6
DIME Test ID: 2021-10-19-3-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/20/2021
Date Tested: 10/19/2021
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: Ok Necking
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 | H01 | 8/25mm | 0.79 | 74881.24 | 94786 | Ok Necking | bewing |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 2 of 6
DIME Test ID: 2021-10-19-3-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/20/2021
Date Tested: 10/19/2021
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: Ok Necking
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 | H01 | 8/25mm | 0.79 | 78677.67 | 99592 | Ok Necking | bewing |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 3 of 6
DIME Test ID: 2021-10-19-3-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/20/2021
Date Tested: 10/19/2021
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: Ok Necking
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 | H01 | 8/25mm | 0.79 | 78513.58 | 99384 | Ok Necking | bewing |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 4 of 6
DIME Test ID: 2021-10-19-3-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/20/2021
Date Tested: 10/19/2021
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: Ok Necking
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 | H02 | 8/25mm | 0.79 | 77919.98 | 98633 | Ok Necking | bewing |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 5 of 6
DIME Test ID: 2021-10-19-3-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/20/2021
Date Tested: 10/19/2021
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: Ok Necking
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 | H02 | 8/25mm | 0.79 | 78096.06 | 98856 | Ok Necking | bewing |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 6 of 6
DIME Test ID: 2021-10-19-3-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/20/2021
Date Tested: 10/19/2021
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: Ok Necking
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 | H02 | 8/25mm | 0.79 | 77465.08 | 98057 | Ok Necking | bewing |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
