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Sample Record for 2021-07-22-2

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Project Information

Project ID: 215486 DEA: 040A0204 EFIS: 0400000129 QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-1-15-15.7
Work Description: Construct roadway and bridge with structural concrete and CIDH piling
Location Description: District-County-Route-Post Mile: 04-Son-1-R15.0/R15.7
Contractor Name: BRIDGEWAY CIVIL CONSTRUCTORS, INC.
Contractor Address: 4950 Allison Parkway, # A, Vacaville, CA 95688
Resident Engineer: Fabio La Serna Structure Rep.: Bunma Nou

Sample Information

DIME Sample ID: 2021-07-22-2
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: 07/22/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/26/2021
The quantity of what the sample constitutes: 4
A brief description of the sample: ASTM A706 GR 60 Hoops
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): 1201032911
Hoop Manufacturer Lot Number(s): Lot no 1
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #8
Diameter of Hoop: 5'-0"
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: 2021-07-22-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 07/28/2021
Date Tested: 07/28/2021
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
118/25mm0.7982780.70104786OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test 2 of 3

DIME Test ID: 2021-07-22-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 07/28/2021
Date Tested: 07/28/2021
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
218/25mm0.7983066.35105147OK Neckingfsaylor
UTM 400kip
Temperature 72 f

Test 3 of 3

DIME Test ID: 2021-07-22-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 07/28/2021
Date Tested: 07/28/2021
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
318/25mm0.7983259.54105392OK Neckingfsaylor
UTM 400kip
Temperature 72 f