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Sample Record for 2017-06-16-3

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Project Information

Project ID: 211798 DEA: 080Q1304 EFIS: 0800020212 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-62-1.9/7.6
Work Description: CONSTRUCT RAISED MEDIAN CURB AND DOUBLE THRIE BEAM BARRIER
Location Description: SAN BERNARDINO COUNTY AT MORONGO VALLEY FROM EAST DRIVE TO YUCCA PARK ROAD
Contractor Name: HIGHLAND CONSTRUCTION, INC.
Contractor Address: 133 North Pixley St., Orange, CA,92868
Resident Engineer: Darcy Davis Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2017-06-16-3
TL Number from the TL Form: C657767
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: 06/16/2017
Date that the sample was received by the laboratory/organization performing the testing: 06/19/2017
The quantity of what the sample constitutes: 36
A brief description of the sample: Resistance Butt Welded Hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: TNT Rebar Cascade

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Rebar Heat Number(s): 393016
Hoop Manufacturer Lot Number(s): Lot 1
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: Cascade
Welding Company: TNT Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 3

DIME Test ID: 2017-06-16-3-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/20/2017
Date Tested: 06/20/2017
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
11#4/13mm0.21906495320necking okayBrian
UTM 75KIP
Temperature 72 F

Test 2 of 3

DIME Test ID: 2017-06-16-3-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/20/2017
Date Tested: 06/20/2017
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
21#4/13mm0.21926396310necking okayBrian
UTM 75KIP
Temperature 72 F

Test 3 of 3

DIME Test ID: 2017-06-16-3-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/20/2017
Date Tested: 06/20/2017
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
31#4/13mm0.21912395610necking okayBrian
UTM 75KIP
Temperature 72 F