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Sample Record for 2019-05-08-3

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Project Information

Project ID: 212245 DEA: 024F8604 EFIS: 0213000043 QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-36-26.7/27.1
Work Description: ROADWAY REALIGNMENT AND NEW BRIDGE CONSTRUCTION
Location Description: TRINITY COUNTY ABOUT 9 MILES EAST OF FOREST GLEN FROM 0.6 MILE WEST TO 0.1 MILE WEST OF ROUTE 3
Contractor Name: Steelhead Constructors
Contractor Address: 2940 INNSBRUCK DRIVE, REDDING CA 96003
Resident Engineer: Joel Gasik Structure Rep.: Michael D Sears

Sample Information

DIME Sample ID: 2019-05-08-3
TL Number from the TL Form: C741532
Sample Submitted By Organization: CT QASI - Bay Area Field Laboratory
Sample Organization Contact: (707) 649-5453
Type of Sample: Retest
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 05/08/2019
Date that the sample was received by the laboratory/organization performing the testing: 05/09/2019
The quantity of what the sample constitutes: 4
A brief description of the sample: Flash Welded Rebar Hoops No. 6
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Harris Rebar

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Rebar Heat Number(s): 3500003576
Hoop Manufacturer Lot Number(s): 350000357620
Material Standard Code: ASTM A615
Material Grade: 60
Rebar Size: 6
Diameter of Hoop: 5'-2"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Nucor
Welding Company: Harris Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 4

DIME Test ID: 2019-05-08-3-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/09/2019
Date Tested: 05/09/2019
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: 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
1H01#6/19mm0.444322098230Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 2 of 4

DIME Test ID: 2019-05-08-3-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/09/2019
Date Tested: 05/09/2019
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: 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
2H01#6/19mm0.444292097550Bar Broke at WeldBrian
UTM 400KIP
Temperature 72 F

Test 3 of 4

DIME Test ID: 2019-05-08-3-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/09/2019
Date Tested: 05/09/2019
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: 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
3H01#6/19mm0.444297097660Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 4 of 4

DIME Test ID: 2019-05-08-3-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/09/2019
Date Tested: 05/09/2019
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: 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
4H01#6/19mm0.444329098390Bar BrokeBrian
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.