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Sample Record for 2021-05-12-2

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

Project Information

Project ID: 212896 DEA: 04160304 EFIS: 0400000429 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-84-13.33
Work Description: NILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT
Location Description: IN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036).
Contractor Name: VIKING CONSTRUCTION COMPANY
Contractor Address: 11315 Sunrise Gold Circle, Suite A, Rancho Cordova, CA 95742
Resident Engineer: Yannaing Tun Structure Rep.: Bui, Oanh

Sample Information

DIME Sample ID: 2021-05-12-2
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Los Angeles Field Laboratory
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 05/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/18/2021
The quantity of what the sample constitutes: 2,157 hoops
A brief description of the sample: UBS 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): 3500015581
Hoop Manufacturer Lot Number(s): 5
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #6
Diameter of Hoop: 2'-0"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Nucor
Welding Company: TNT Rebar Company
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 3

DIME Test ID: 2021-05-12-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/20/2021
Date Tested: 05/20/2021
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Ok Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
156/19mm0.4442676.9596993Ok Neckingbewing
UTM 400kip
Temperature 72 f

Test 2 of 3

DIME Test ID: 2021-05-12-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/20/2021
Date Tested: 05/20/2021
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Ok Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
256/19mm0.4442796.8997266Ok Neckingbewing
UTM 400kip
Temperature 72 f

Test 3 of 3

DIME Test ID: 2021-05-12-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/20/2021
Date Tested: 05/20/2021
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Ok Necking
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
356/19mm0.4441652.5194665Ok Neckingbewing
UTM 400kip
Temperature 72 f

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.