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Testing Report for 2020-11-13-2-2

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

Project Information

DEA: 050N73U4
EFIS: 0520000166
Project ID: 215129
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-7.3/9.6
Work Description: Segment 4C - Summerland: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, steel soldier piles, epoxy coated rebar, headed rebar, welded hoops, column pins.
Location Description: SUMMERLAND FROM 0.2 MILES NORTH OF PARDARO LANE OVERCROSSING TO SAN YSIDRO CREEK BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Tristan Gebhart
Structure Rep.: Bernardo Hernandez

Sample Information

DIME Sample ID: 2020-11-13-2
TL Number from the TL Form:
Sample Submitted By Organization: CT METS QASI - Los Angeles Design Build Field Laboratory
Sample Organization Contact: (619) 204-7248
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 11/13/2020
Date that the sample was received by the laboratory/organization performing the testing: 11/16/2020
The quantity of what the sample constitutes: 738
A brief description of the sample: #6 welded hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Rebar Etiwanda

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 4095590
Hoop Manufacturer Lot Number(s): 1 through 5
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #6
Diameter of Hoop: 2'-6"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC Arizona
Welding Company: CMC Rebar Etiwanda
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Information

DIME Test ID: 2020-11-13-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Date Tested: 11/17/2020
Verified Date: 11/18/2020
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
2 5 6/19mm 0.44 44112.48 100256 Ok Necking bewing
UTM: 400kip
Temperature: 72 f