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Testing Report for 2020-10-14-7-5

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

Project Information

DEA: 120N8604
EFIS: 1214000123
Project ID: 214909
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-73-23.7/24.1
Work Description: REPLACE STRUCTURAL CONCRETE BRIDGE & RETAINING WALL; & PLACE HMA.
Location Description: ORANGE COUNTY IN NEWPORT BEACH FROM 0.3 MILE NORTH OF BISON AVENUE TO 0.3 MILE SOUTH OF UNIVERSITY DRIVE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Jay Joubeen
Structure Rep.: Ali Jenabzadeh

Sample Information

DIME Sample ID: 2020-10-14-7
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: 10/14/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/20/2020
The quantity of what the sample constitutes: 2 lots total 223 hoops
A brief description of the sample: #8 rebar hoops, 6'-2" diameter
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Etiwanda

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 4099960
Hoop Manufacturer Lot Number(s): 1 and 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 Steel AZ
Welding Company: CMC Rebar (Etiwanda)
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Information

DIME Test ID: 2020-10-14-7-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Date Tested: 10/21/2020
Verified Date: 10/21/2020
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 3 8/25mm 0.79 71674.27 90727 Ok Necking bewing
UTM: 400kip
Temperature: 72 f