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Sample Record for 2021-09-17-7

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Project Information

Project ID: 215425 DEA: 06360244 EFIS: 0613000005 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-30.6/35.2
Work Description: WIDEN FREEWAY AND BRIDGES, CONSTRUCT CONCRETE BRIDGE.
Location Description: TULARE COUNTY IN AND NEAR TULARE FROM PROSPERITY AVENUE OVERCROSSING TO 1.2 MILES SOUTH OF AVENUE 280 OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Javier Huerta Structure Rep.: Ramandeep Guraya

Sample Information

DIME Sample ID: 2021-09-17-7
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: 09/17/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/27/2021
The quantity of what the sample constitutes: 8 hoops from lot 1-2
A brief description of the sample: #5 x 1'-7" dia.
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: TNT Rebar

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 4110884
Hoop Manufacturer Lot Number(s): Lot 1-2
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #5
Diameter of Hoop: 1'-7"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC Steel Arizona
Welding Company: TNT Rebar Company
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 7

DIME Test ID: 2021-09-17-7-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/28/2021
Date Tested: 09/27/2021
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
115/16mm0.3129126.2393956OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test 2 of 7

DIME Test ID: 2021-09-17-7-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/28/2021
Date Tested: 09/27/2021
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
215/16mm0.3129157.9494058OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test 3 of 7

DIME Test ID: 2021-09-17-7-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/28/2021
Date Tested: 09/27/2021
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
315/16mm0.3129046.6193699OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test 4 of 7

DIME Test ID: 2021-09-17-7-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/28/2021
Date Tested: 09/27/2021
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
125/16mm0.3129014.4593595OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test 5 of 7

DIME Test ID: 2021-09-17-7-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/28/2021
Date Tested: 09/27/2021
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
225/16mm0.3129092.9093848OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test 6 of 7

DIME Test ID: 2021-09-17-7-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/28/2021
Date Tested: 09/27/2021
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 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
325/16mm0.3129067.5993766Broke At Weld OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test 7 of 7

DIME Test ID: 2021-09-17-7-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/28/2021
Date Tested: 09/27/2021
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
425/16mm0.3129081.5993812OK Neckingfsaylor
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.