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Sample Record for 2018-08-08-3

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Project Information

Project ID: 212687 DEA: 06442544 EFIS: 0612000175 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-46,5-31.5-33.2
Work Description: CONVERT 2-LANE TO 4-LANE CONVENTIONAL HIGHWAY.
Location Description: KERN COUNTY NEAR LOST HILLS FROM 1.0 MILE EAST OF LOST HILLS ROAD TO 0.7 MILE EAST OF ROUTE 46/5 SEPARATION
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Amarjit Dhaliwal Structure Rep.: Ramandeep Guraya

Sample Information

DIME Sample ID: 2018-08-08-3
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 08/08/2018
Date that the sample was received by the laboratory/organization performing the testing: 08/08/2018
The quantity of what the sample constitutes: 4
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: Retest
Service or Ultimate: Ultimate
Rebar Heat Number(s): 000
Hoop Manufacturer Lot Number(s): 7
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 5
Diameter of Hoop: 1'-4"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Gerdau
Welding Company: TNT Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded
Test results on following page(s): 15

Test Results

Test 1 of 15

DIME Test ID: 2018-08-08-3-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/14/2018
Date Tested: 08/14/2018
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; 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
16#5/16mm0.3132420104580Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 2 of 15

DIME Test ID: 2018-08-08-3-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/14/2018
Date Tested: 08/14/2018
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 at Weld
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
26#5/16mm0.312879092870Bar Broke at WeldBrian
UTM 400KIP
Temperature 72 F

Test 3 of 15

DIME Test ID: 2018-08-08-3-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/14/2018
Date Tested: 08/14/2018
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; 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
36#5/16mm0.3132380104450Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 4 of 15

DIME Test ID: 2018-08-08-3-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/14/2018
Date Tested: 08/14/2018
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; 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
46#5/16mm0.3132130103650Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 5 of 15

DIME Test ID: 2018-08-08-3-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/14/2018
Date Tested: 08/14/2018
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; 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
111#5/16mm0.3132440104650Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 6 of 15

DIME Test ID: 2018-08-08-3-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/14/2018
Date Tested: 08/14/2018
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; 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
211#5/16mm0.313085099520Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 7 of 15

DIME Test ID: 2018-08-08-3-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/14/2018
Date Tested: 08/14/2018
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; 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
311#5/16mm0.3132340104320Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 8 of 15

DIME Test ID: 2018-08-08-3-8
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/14/2018
Date Tested: 08/14/2018
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 at Weld
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
411#5/16mm0.313067098940Bar Broke at WeldBrian
UTM 400KIP
Temperature 72 F

Test 9 of 15

DIME Test ID: 2018-08-08-3-9
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/14/2018
Date Tested: 08/14/2018
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 at Weld
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
116#5/16mm0.3132410104550Bar Broke at WeldBrian
UTM 400KIP
Temperature 72 F

Test 10 of 15

DIME Test ID: 2018-08-08-3-10
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/14/2018
Date Tested: 08/14/2018
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; 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
216#5/16mm0.3132500104840Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 11 of 15

DIME Test ID: 2018-08-08-3-11
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/14/2018
Date Tested: 08/14/2018
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; 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
316#5/16mm0.3132350104350Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 12 of 15

DIME Test ID: 2018-08-08-3-12
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/14/2018
Date Tested: 08/14/2018
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 at Weld
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
416#5/16mm0.3132020103290Bar Broke at WeldBrian
UTM 400KIP
Temperature 72 F

Test 13 of 15

DIME Test ID: 2018-08-08-3-13
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Necking)
Verified Date: 08/14/2018
Date Tested: 08/14/2018
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: Lot #6
Test Result Compliance:
Additional Comments When Verified:
Necking Test Option Necking Test Option II
Shape of the Sample Hoop
Hoop Outside Diameter 16 in
Bar Nominal Diameter 0.625 in
Sample 1 Side A Initial Gage Length 7.9505 in
Diameter of the Hoop 15.375 in
Sample 1 Side A Final Gage Length 8.7965 in
Sample 1 Size A Correction Factor 0.951 in
Sample 1 Side A Corrected Final Gage Length 8.365 in
Sample 1 Side A Percent Strain 5.21 %
Sample 1 Side B Initial Gage Length 7.947 in
Sample 1 Side B Correction Factor 0.952 in
Sample 1 Side B Final Gage Length no data
Sample 1 Side B Corrected Final Gage Length no data
Sample 1 Side B Percent Strain no data
Sample 2 Side A Initial Gage Length 8.04 in
Sample 2 Side A Correction Factor 0.95 in
Sample 2 Side A Final Gage Length 8.698 in
Sample 2 Side A Corrected Final Gage Length 8.263 in
Sample 2 Side A Percent Strain 2.77 %
Sample 2 Side B Initial Gage Length 7.946 in
Sample 2 Side B Correction Factor 0.952 in
Sample 2 Side B Final Gage Length no data
Sample 2 Side B Corrected Final Gage Length no data
Sample 2 Side B Percent Strain no data
Sample 3 Side A Initial Gage Length 7.992 in
Sample 3 Side A Correction Factor 0.951 in
Sample 3 Side A Final Gage Length 9.1935 in
Sample 3 Side A Corrected Final Gage Length 8.743 in
Sample 3 Side A Percent Strain 9.4 %
Sample 3 Side B Correction Factor 0.951 in
Sample 3 Side B Initial Gage Length 8.001 in
Sample 3 Side B Corrected Final Gage Length no data
Sample 3 Side B Final Gage Length no data
Sample 3 Side B Percent Strain no data
Sample 4 Side A Initial Gage Length 7.9575 in
Sample 4 Side A Correction Factor 0.951 in
Sample 4 Side A Final Gage Length no data
Sample 4 Side A Corrected Final Gage Length no data
Sample 4 Side A Percent Strain no data
Sample 4 Side B Initial Gage Length 8.001 in
Sample 4 Side B Correction Factor 0.951 in
Sample 4 Side B Corrected Final Gage Length 8.627 in
Sample 4 Side B Final Gage Length 9.072 in
Sample 4 Side B Percent Strain 7.82 %

Test 14 of 15

DIME Test ID: 2018-08-08-3-14
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Necking)
Verified Date: 08/14/2018
Date Tested: 08/14/2018
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: Lot #11
Test Result Compliance:
Additional Comments When Verified:
Necking Test Option Necking Test Option II
Shape of the Sample Hoop
Hoop Outside Diameter 16 in
Bar Nominal Diameter 0.625 in
Sample 1 Side A Initial Gage Length 7.986 in
Diameter of the Hoop 15.375 in
Sample 1 Side A Final Gage Length no data
Sample 1 Size A Correction Factor 0.951 in
Sample 1 Side A Corrected Final Gage Length no data
Sample 1 Side A Percent Strain no data
Sample 1 Side B Initial Gage Length 7.97 in
Sample 1 Side B Correction Factor 0.951 in
Sample 1 Side B Final Gage Length 9.3755 in
Sample 1 Side B Corrected Final Gage Length 8.916 in
Sample 1 Side B Percent Strain 11.87 %
Sample 2 Side A Initial Gage Length 8.0125 in
Sample 2 Side A Correction Factor 0.951 in
Sample 2 Side A Final Gage Length 9.158 in
Sample 2 Side A Corrected Final Gage Length 8.709 in
Sample 2 Side A Percent Strain 8.69 %
Sample 2 Side B Initial Gage Length 8.0075 in
Sample 2 Side B Correction Factor 0.951 in
Sample 2 Side B Final Gage Length no data
Sample 2 Side B Corrected Final Gage Length no data
Sample 2 Side B Percent Strain no data
Sample 3 Side A Initial Gage Length 7.9645 in
Sample 3 Side A Correction Factor 0.951 in
Sample 3 Side A Final Gage Length no data
Sample 3 Side A Corrected Final Gage Length no data
Sample 3 Side A Percent Strain no data
Sample 3 Side B Correction Factor 0.951 in
Sample 3 Side B Initial Gage Length 7.965 in
Sample 3 Side B Corrected Final Gage Length 8.599 in
Sample 3 Side B Final Gage Length 9.0425 in
Sample 3 Side B Percent Strain 7.96 %
Sample 4 Side A Initial Gage Length 8.0015 in
Sample 4 Side A Correction Factor 0.951 in
Sample 4 Side A Final Gage Length 9.1415 in
Sample 4 Side A Corrected Final Gage Length 8.694 in
Sample 4 Side A Percent Strain 8.65 %
Sample 4 Side B Initial Gage Length 7.994 in
Sample 4 Side B Correction Factor 0.951 in
Sample 4 Side B Corrected Final Gage Length no data
Sample 4 Side B Final Gage Length no data
Sample 4 Side B Percent Strain no data

Test 15 of 15

DIME Test ID: 2018-08-08-3-15
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Necking)
Verified Date: 08/14/2018
Date Tested: 08/14/2018
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: Lot #16
Test Result Compliance:
Additional Comments When Verified:
Necking Test Option Necking Test Option II
Shape of the Sample Hoop
Hoop Outside Diameter 16 in
Bar Nominal Diameter 0.625 in
Sample 1 Side A Initial Gage Length 8.0395 in
Diameter of the Hoop 15.375 in
Sample 1 Side A Final Gage Length no data
Sample 1 Size A Correction Factor 0.95 in
Sample 1 Side A Corrected Final Gage Length no data
Sample 1 Side A Percent Strain no data
Sample 1 Side B Initial Gage Length 7.987 in
Sample 1 Side B Correction Factor 0.951 in
Sample 1 Side B Final Gage Length 9.255 in
Sample 1 Side B Corrected Final Gage Length 8.792 in
Sample 1 Side B Percent Strain 10.08 %
Sample 2 Side A Initial Gage Length 8.0325 in
Sample 2 Side A Correction Factor 0.95 in
Sample 2 Side A Final Gage Length no data
Sample 2 Side A Corrected Final Gage Length no data
Sample 2 Side A Percent Strain no data
Sample 2 Side B Initial Gage Length 7.998 in
Sample 2 Side B Correction Factor 0.951 in
Sample 2 Side B Final Gage Length 9.1195 in
Sample 2 Side B Corrected Final Gage Length 8.673 in
Sample 2 Side B Percent Strain 8.44 %
Sample 3 Side A Initial Gage Length 7.9945
Sample 3 Side A Correction Factor 0.951 in
Sample 3 Side A Final Gage Length 9.096 in
Sample 3 Side A Corrected Final Gage Length 8.65 in
Sample 3 Side A Percent Strain 8.2 %
Sample 3 Side B Correction Factor 0.951 in
Sample 3 Side B Initial Gage Length 7.9965 in
Sample 3 Side B Corrected Final Gage Length no data
Sample 3 Side B Final Gage Length no data
Sample 3 Side B Percent Strain no data
Sample 4 Side A Initial Gage Length 8.0265 in
Sample 4 Side A Correction Factor 0.95 in
Sample 4 Side A Final Gage Length no data
Sample 4 Side A Corrected Final Gage Length no data
Sample 4 Side A Percent Strain no data
Sample 4 Side B Initial Gage Length 7.926 in
Sample 4 Side B Correction Factor 0.952 in
Sample 4 Side B Corrected Final Gage Length 8.384 in
Sample 4 Side B Final Gage Length 8.8065 in
Sample 4 Side B Percent Strain 5.78 %