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Sample Record for 2017-07-27-3

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Project Information

Project ID: 211496 DEA: 060S4804 EFIS: 0615000049 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-65-R9.3/14.0
Work Description: COLD PLANE, PAVE WITH RHMA-G AND MODIFY SIGNAL AND LIGHTING.
Location Description: TULARE COUNTY IN AND NEAR TERRA BELLA FROM 0.7 MILE SOUTH OF AVENUE 80 TO 0.1 MILE SOUTH OF AVENUE 112
Contractor Name: CAL VALLEY CONSTRUCTION
Contractor Address: Unknown
Resident Engineer: Javier Huerta Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2017-07-27-3
TL Number from the TL Form: C657773
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: 07/27/2017
Date that the sample was received by the laboratory/organization performing the testing: 07/28/2017
The quantity of what the sample constitutes: 30
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): PL16201954
Hoop Manufacturer Lot Number(s): Lot 1
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 5
Diameter of Hoop: 2'-8"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Nucor
Welding Company: TNT Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 4

DIME Test ID: 2017-07-27-3-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 07/28/2017
Date Tested: 07/28/2017
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: Broke in Heat Affected Zone; 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#5/16mm0.313058798670Broke in Heat Affected ZoneFred
UTM 75KIP
Temperature 72 F

Test 2 of 4

DIME Test ID: 2017-07-27-3-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 07/28/2017
Date Tested: 07/28/2017
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#5/16mm0.3131147100470necking okayFred
UTM 75KIP
Temperature 72 F

Test 3 of 4

DIME Test ID: 2017-07-27-3-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 07/28/2017
Date Tested: 07/28/2017
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#5/16mm0.3131151100490necking okayFred
UTM 75KIP
Temperature 72 F

Test 4 of 4

DIME Test ID: 2017-07-27-3-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 07/28/2017
Date Tested: 07/28/2017
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
41#5/16mm0.3131206100670necking okayFred
UTM 75KIP
Temperature 72 F