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Sample Record for 2016-09-19-7

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Project Information

Project ID: 210948 DEA: 07287604 EFIS: 0700020928 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-8.5/9.4
Work Description: PLACE CONCRETE BARRIER, RAILING, AND LIGHTING
Location Description: LA COUNTY FROM BARHAM BOULEVARD OVERCROSSING BRIDGE TO 720 FEET SOUTH OF MULHALLAND DRIVEOVERCROSSING BRIDGE
Contractor Name: HIGHLAND CONSTRUCTION, INC.
Contractor Address: 133 N. PIXLEY STREET, ORANGE CA 92868
Resident Engineer: ALI MOHSENZADEH Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2016-09-19-7
TL Number from the TL Form: C648125
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 09/19/2016
Date that the sample was received by the laboratory/organization performing the testing: 09/23/2016
The quantity of what the sample constitutes: 8
A brief description of the sample: Flash Welded Rebar Hoops
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: TNT Rebar

Material Information

Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): PL141044777
Hoop Manufacturer Lot Number(s): 1 2
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 4
Diameter of Hoop: 2'-2"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: TNT Rebar
Welding Company: TNT Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 8

DIME Test ID: 2016-09-19-7-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/27/2016
Date Tested: 09/26/2016
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: Bar Broke in Heat Affected Area
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
11#4/13mm0.21892194600Bar Broke in Heat Affected AreaBrian
UTM 75KIP
Temperature 72 F

Test 2 of 8

DIME Test ID: 2016-09-19-7-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/27/2016
Date Tested: 09/26/2016
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: Bar Broke in Heat Affected Area
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
21#4/13mm0.21954897740Bar Broke in Heat Affected AreaBrian
UTM 75KIP
Temperature 72 F

Test 3 of 8

DIME Test ID: 2016-09-19-7-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/27/2016
Date Tested: 09/26/2016
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: Bar Broke in Heat Affected Area
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
31#4/13mm0.21953497670Bar Broke in Heat Affected AreaBrian
UTM 75KIP
Temperature 72 F

Test 4 of 8

DIME Test ID: 2016-09-19-7-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/27/2016
Date Tested: 09/26/2016
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: necking okay
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
41#4/13mm0.21953097650necking okayBrian
UTM 75KIP
Temperature 72 F

Test 5 of 8

DIME Test ID: 2016-09-19-7-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/27/2016
Date Tested: 09/26/2016
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: necking okay
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
12#4/13mm0.21976298810necking okayBrian
UTM 75KIP
Temperature 72 F

Test 6 of 8

DIME Test ID: 2016-09-19-7-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/27/2016
Date Tested: 09/26/2016
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: Bar Broke in Heat Affected Area
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
22#4/13mm0.21958797930Bar Broke in Heat Affected AreaBrian
UTM 75KIP
Temperature 72 F

Test 7 of 8

DIME Test ID: 2016-09-19-7-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/27/2016
Date Tested: 09/26/2016
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: Bar Broke in Heat Affected Area
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
32#4/13mm0.21961298060Bar Broke in Heat Affected AreaBrian
UTM 75KIP
Temperature 72 F

Test 8 of 8

DIME Test ID: 2016-09-19-7-8
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/27/2016
Date Tested: 09/26/2016
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: Bar Broke in Heat Affected Area
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
42#4/13mm0.21974198710Bar Broke in Heat Affected AreaBrian
UTM 75KIP
Temperature 72 F