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Sample Record for 2021-11-05-2

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: 2021-11-05-2
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Laboratory
Sample Organization Contact: 9162846784
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 11/05/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/09/2021
The quantity of what the sample constitutes: 750 hoops
A brief description of the sample: Flash Welded Rebar Hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Conco Reinforcing

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Rebar Heat Number(s): 3500021175
Hoop Manufacturer Lot Number(s): H21, H22, H23, H24, H25
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: Nucor
Welding Company: TNT Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 3

DIME Test ID: 2021-11-05-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/10/2021
Date Tested: 11/09/2021
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test: OK Necking
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
1H218/25mm0.7977852.8598548OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test 2 of 3

DIME Test ID: 2021-11-05-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/10/2021
Date Tested: 11/09/2021
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test: OK Necking
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
2H218/25mm0.7977767.9898440OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test 3 of 3

DIME Test ID: 2021-11-05-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 11/10/2021
Date Tested: 11/09/2021
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test: OK Necking
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
3H218/25mm0.7977872.8398573OK Neckingfsaylor
UTM 400kip
Temperature 72 f