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Sample Record for 2021-12-03-5

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Project Information

Project ID: 215744 DEA: 033H93U4 EFIS: 0321000091 QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB,BUT-70-25.5/25.8,0.0/3.8
Work Description: WIDEN ROADWAY & SHOULDER, ADD TURN LANES & CONSTRUCT BRIDGE.
Location Description: YUBA AND BUTTE COUNTIES ABOUT 11 MILES NORTH OF MARYSVILLE FROM 0.8 MILE NORTH OF CHANDLER ROAD TO 0.2 MILE SOUTH OF EAST GRIDLEY ROAD
Contractor Name: Teichert Construction & MCM JV
Contractor Address: 4401 Duluth Ave, Rocklin, CA 95766
Resident Engineer: Anthony Granados Structure Rep.: Matt Crete

Sample Information

DIME Sample ID: 2021-12-03-5
TL Number from the TL Form:
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: 12/03/2021
Date that the sample was received by the laboratory/organization performing the testing: 12/06/2021
The quantity of what the sample constitutes: (1500) #8 7'-8" Ø Ultimate Welded Hoops
A brief description of the sample: (8) #8 x 7’-8” Ø ASTM A706 Lot 4 and Lot 13
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: TNT Rebar

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 3500021720
Hoop Manufacturer Lot Number(s): Lot 4
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #8
Diameter of Hoop: 7'-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 3

DIME Test ID: 2021-12-03-5-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 12/07/2021
Date Tested: 12/07/2021
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: 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
148/25mm0.7971471.9090471ok neckingspaine
UTM 400kip
Temperature 72 f

Test 2 of 3

DIME Test ID: 2021-12-03-5-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 12/07/2021
Date Tested: 12/07/2021
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: 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
248/25mm0.7971629.0590670ok neckingspaine
UTM 400kip
Temperature 72 f

Test 3 of 3

DIME Test ID: 2021-12-03-5-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 12/07/2021
Date Tested: 12/07/2021
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: 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
348/25mm0.7971729.4790797ok neckingspaine
UTM 400kip
Temperature 72 f