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Sample Record for 2018-03-15-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: No Project QA Service Level:
DIST-CO-RTE-PM: ---
Work Description: Special project identifier for material not associated with a project
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2018-03-15-1
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT - Unassigned/General Field Laboratory
Sample Organization Contact: 5625005861
Type of Sample: Recertification
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 03/15/2018
Date that the sample was received by the laboratory/organization performing the testing: 03/22/2018
The quantity of what the sample constitutes: 10
A brief description of the sample: Resistance welded hoops
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Harris Rebar, Evraz

Material Information

Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 591865
Hoop Manufacturer Lot Number(s): SP1
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 6
Diameter of Hoop: 5'-0"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Evraz
Welding Company: Harris Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 8

DIME Test ID: 2018-03-15-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 04/16/2018
Date Tested: 03/23/2018
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: NECKING OK
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
Break-7100#6/19mm105990.444235096250NECKING OKFred
UTM 400KIP
Temperature 72 F

Test 2 of 8

DIME Test ID: 2018-03-15-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 04/16/2018
Date Tested: 03/23/2018
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: NECKING OK
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
Break-8100#6/19mm105990.444200795470NECKING OKFred
UTM 400KIP
Temperature 72 F

Test 3 of 8

DIME Test ID: 2018-03-15-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 04/16/2018
Date Tested: 03/22/2018
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: NECKING OK
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
Cycle-1100#6/19mm105990.444193595307NECKING OKFred
UTM 400KIP
Temperature 72 F

Test 4 of 8

DIME Test ID: 2018-03-15-1-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 04/16/2018
Date Tested: 03/22/2018
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: NECKING OK
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
Cycle-2100#6/19mm105990.444235496259NECKING OKFred
UTM 400KIP
Temperature 72 F

Test 5 of 8

DIME Test ID: 2018-03-15-1-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 04/16/2018
Date Tested: 03/22/2018
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: NECKING OK
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
Cycle-3100#6/19mm105990.444224796016NECKING OKFred
UTM 400KIP
Temperature 72 F

Test 6 of 8

DIME Test ID: 2018-03-15-1-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 04/16/2018
Date Tested: 03/22/2018
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: NECKING OK
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
Cycle-4100#6/19mm105990.444210295686NECKING OKFred
UTM 400KIP
Temperature 72 F

Test 7 of 8

DIME Test ID: 2018-03-15-1-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 04/16/2018
Date Tested: 03/22/2018
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: NECKING OK
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
Break-5100#6/19mm105990.444182895064NECKING OKFred
UTM 400KIP
Temperature 72 F

Test 8 of 8

DIME Test ID: 2018-03-15-1-8
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 04/16/2018
Date Tested: 03/22/2018
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: NECKING OK
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
Break-6100#6/19mm105990.444237396302NECKING OKFred
UTM 400KIP
Temperature 72 F