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Testing Report for 2021-09-09-4-1

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

Project Information

DEA: 040A7714
EFIS: 0420000287
Project ID: 215255
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-80-6.4-6.6
Work Description: CONSTRUCT PEDESTRIAN OVERCROSSING BRIDGE AND RETAINING WALLS. GILMAN INTERCHANGE IMPROVEMENTS
Location Description: ALAMEDA COUNTY IN BERKELEY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.1 MILE SOUTH OF GILMAN STREET UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Jason Trinh (jason.trinh@dot.ca.gov)
Structure Rep.: Jonathan Chi

Sample Information

DIME Sample ID: 2021-09-09-4
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: 9/9/2021
Date that the sample was received by the laboratory/organization performing the testing: 9/15/2021
The quantity of what the sample constitutes: 8
A brief description of the sample: ASTM A706 GR 60 Welded 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): 4110498
Hoop Manufacturer Lot Number(s): Lot 1 and Lot 3
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #8
Diameter of Hoop: 6'-2"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC Arizona
Welding Company: TNT Rebar Company
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Information

DIME Test ID: 2021-09-09-4-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Date Tested: 9/17/2021
Verified Date: 9/17/2021
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
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Number of Samples: 1
Sample Mfg. Lot Number(s) Size Area (sqin) Peak Load (lbf) Peak Stress (psi) Comments Tested By
1 1 8/25mm 0.79 77228.91 97758 Ok Necking bewing
UTM: 400kip
Temperature: 72 f