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Sample Record for 2017-06-19-9

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Project Information

Project ID: 211235 DEA: 054482U4 EFIS: 0500000543 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-2.2/3.3
Work Description: BUILD AND RECONSTRUCT BRIDGES, CONSTRUCT RAMPS AND FRONTAGE ROAD.
Location Description: SANTA BARBARA COUNTY IN CARPINTERIA FROM 0.2 MILE SOUTH OF CARPINTERIA CREEK BRIDGE TO FRANKLIN CREEK BRIDGE
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 9050 NORRIS AVENUE, SUN VALLEY, CA 91352
Resident Engineer: Tristan Gebhart Structure Rep.: Raymond Barajas

Sample Information

DIME Sample ID: 2017-06-19-9
TL Number from the TL Form: C703742
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 06/19/2017
Date that the sample was received by the laboratory/organization performing the testing: 06/20/2017
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: Harris Salinas

Material Information

Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): SE15101992
Hoop Manufacturer Lot Number(s): H09, H10
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 8
Diameter of Hoop: 3'-1.5"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Harris Salinas
Welding Company: Harris Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 6

DIME Test ID: 2017-06-19-9-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/21/2017
Date Tested: 06/21/2017
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
1H09#8/25mm0.797298092380Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 2 of 6

DIME Test ID: 2017-06-19-9-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/21/2017
Date Tested: 06/21/2017
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
2H09#8/25mm0.797294092330Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 3 of 6

DIME Test ID: 2017-06-19-9-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/21/2017
Date Tested: 06/21/2017
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
3H09#8/25mm0.797309092520Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 4 of 6

DIME Test ID: 2017-06-19-9-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/21/2017
Date Tested: 06/21/2017
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
1H10#8/25mm0.797338092890Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 5 of 6

DIME Test ID: 2017-06-19-9-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/21/2017
Date Tested: 06/21/2017
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
2H10#8/25mm0.797304092460Bar BrokeBrian
UTM 400KIP
Temperature 72 F

Test 6 of 6

DIME Test ID: 2017-06-19-9-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/21/2017
Date Tested: 06/21/2017
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
3H10#8/25mm0.797338092890Bar 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.