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Sample Record for 2021-02-05-6

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Project Information

Project ID: 214579 DEA: 010B0904 EFIS: 0100020444 QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-8.2/8.7
Work Description: BRIDGE REPLACEMENT
Location Description: DEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE
Contractor Name: Golden State Bridge, Inc
Contractor Address: 3701 Mallard Dr., Benicia, CA 94510
Resident Engineer: Clayton Malmberg (cc in email) Structure Rep.: Keene, Bryan

Sample Information

DIME Sample ID: 2021-02-05-6
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Los Angeles Field Laboratory
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 02/05/2021
Date that the sample was received by the laboratory/organization performing the testing: 02/05/2021
The quantity of what the sample constitutes: 4 hoops
A brief description of the sample: #6 x 3'-4" dia. Hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: TNT Rebar Company

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 3500015250
Hoop Manufacturer Lot Number(s): Lot 4
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #6
Diameter of Hoop: 3'-4"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Nucor
Welding Company: TNT Rebar Company
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 4

DIME Test ID: 2021-02-05-6-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/17/2021
Date Tested: 02/17/2021
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) 227-7253
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
146/19mm0.4442322.6396188OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test 2 of 4

DIME Test ID: 2021-02-05-6-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/17/2021
Date Tested: 02/17/2021
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) 227-7253
General Comments for this Test: Broke in Heat affected zone Brittle Break
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
246/19mm0.4442248.7496020Broke in Heat affected zone Brittle Breakfsaylor
UTM 400kip
Temperature 72 f

Test 3 of 4

DIME Test ID: 2021-02-05-6-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/17/2021
Date Tested: 02/17/2021
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) 227-7253
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
346/19mm0.4442261.6996049OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test 4 of 4

DIME Test ID: 2021-02-05-6-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/17/2021
Date Tested: 02/17/2021
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) 227-7253
General Comments for this Test: Broke At Weld Brittle Break
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
446/19mm0.4441324.6693920Broke At Weld Brittle Breakfsaylor
UTM 400kip
Temperature 72 f

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.