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Sample Record for 2021-04-20-4

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Project Information

Project ID: 215062 DEA: 030F2904 EFIS: 0314000101 QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-99-14.9/15.7
Work Description: CONSTRUCT BRIDGE AND ROADWAY; & REMOVE BRIDGE.
Location Description: BUTTE COUNTY ABOUT 10 MILES NORTH OF GRIDLEY FROM 0.3 MILE SOUTH TO 0.5 MILE NORTH OF NELSON AVENUE
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 400 Sunrise Ave Ste 300,, Roseville, CA 95661
Resident Engineer: Daniel Rechs Structure Rep.: James Ralston

Sample Information

DIME Sample ID: 2021-04-20-4
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: 04/20/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/26/2021
The quantity of what the sample constitutes: (2250) Welded Hoops
A brief description of the sample: #6 1-6 1/2" Ø Welded Hoops Lot 15
From where was the sample collected: Fabricator
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): 1201030476
Hoop Manufacturer Lot Number(s): Lot 15
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #6
Diameter of Hoop: 1'-6.5"
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: 2021-04-20-4-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/28/2021
Date Tested: 04/27/2021
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
1156/19mm0.4442507.7496609OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test 2 of 3

DIME Test ID: 2021-04-20-4-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/28/2021
Date Tested: 04/27/2021
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
2156/19mm0.4442388.5196338OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test 3 of 3

DIME Test ID: 2021-04-20-4-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 04/28/2021
Date Tested: 04/27/2021
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
3156/19mm0.4442660.3196955OK Neckingfsaylor
UTM 400kip
Temperature 72 f