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Sample Record for 2021-03-17-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 208942 DEA: 100Y2104 EFIS: 1013000104 COOP: 10415 QA Service Level: 1
DIST-CO-RTE-PM: 10-TUO-108-R4.3/R5.1
Work Description: MODIFY AND WIDEN STRUCTURE
Location Description: AT PEACEFUL OAK ROAD INTERCHANGE ,PART OF EAST SONORA BYPASS
Contractor Name: SIERRA MOUNTAIN CONSTRUCTION INC.
Contractor Address: 13919 Mono Way, Sonora, CA 95370
Resident Engineer: Corey Casey Structure Rep.: Ehab Wahed

Sample Information

DIME Sample ID: 2021-03-17-1
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: 03/17/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/22/2021
The quantity of what the sample constitutes: (4) #7 4'-8" Ø
A brief description of the sample: 1 lot of (144) #7 4'-8" Ø
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): 2012551
Hoop Manufacturer Lot Number(s): Lot 1
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #7
Diameter of Hoop: 4'-8"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Vinton Steel
Welding Company: TNT Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 3

DIME Test ID: 2021-03-17-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/24/2021
Date Tested: 03/24/2021
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
117/22mm0.661849.00103082Ok Neckingbewing
UTM 400kip
Temperature 72 f

Test 2 of 3

DIME Test ID: 2021-03-17-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/24/2021
Date Tested: 03/24/2021
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
217/22mm0.662059.47103432Ok Neckingbewing
UTM 400kip
Temperature 72 f

Test 3 of 3

DIME Test ID: 2021-03-17-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/24/2021
Date Tested: 03/24/2021
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
317/22mm0.662157.41103596Ok Neckingbewing
UTM 400kip
Temperature 72 f