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Sample Record for 2022-05-17-1

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Project Information

Project ID: 214988 DEA: 050L7214 EFIS: 0515000097 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-1-32.6
Work Description: REMOVE & CONSTRUCT CONCRETE BRIDGE, CONCRETE SLAB, BRIDGE RAIL & HMA.
Location Description: SAN LUIS OBISPO COUNTY IN MORRO BAY AT TORO CREEK BRIDGE
Contractor Name: Souza Engineering Contracting, Inc
Contractor Address: 4027 SANTA FE ROAD, SAN LUIS OBISPO CA 93401
Resident Engineer: Rick Silva Structure Rep.: Salvador Heredia

Sample Information

DIME Sample ID: 2022-05-17-1
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: 05/17/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/18/2022
The quantity of what the sample constitutes: 150 hoops
A brief description of the sample: # 6 x 3'-4" Dia.
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: TNT Rebar Company

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 4116767
Hoop Manufacturer Lot Number(s): Lot 7
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #6
Diameter of Hoop: 3'-4"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC Steel AZ
Welding Company: TNT Rebar Company
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 3

DIME Test ID: 2022-05-17-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/23/2022
Date Tested: 05/20/2022
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
176/19mm0.4441602.3294551ok neckingspaine
UTM 400kip
Temperature 72 f

Test 2 of 3

DIME Test ID: 2022-05-17-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/23/2022
Date Tested: 05/20/2022
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
276/19mm0.4441550.6994433ok neckingspaine
UTM 400kip
Temperature 72 f

Test 3 of 3

DIME Test ID: 2022-05-17-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/23/2022
Date Tested: 05/20/2022
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
376/19mm0.4441517.3394358ok neckingspaine
UTM 400kip
Temperature 72 f