Print Report | Back to Test Summary

Testing Report for 2021-07-06-10-2

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

Project Information

DEA: 120K0234
EFIS: 1214000100
Project ID: 214951
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5-17.1/18.9
Work Description: South County Improvement Project (Phase 3 - El Toro/Alicia) WIDEN FREEWAY AND BRIDGES, RECONSTRUCT BRIDGE AND WALLS.
Location Description: ORANGE COUNTY IN MISSION VIEJO, LAGUNA HILLS, LAGUNA WOODS AND LAKE FOREST FROM 0.4 MILE SOUTH OF ALICIA PARKWAY OVERCROSSING TO 0.2 MILE NORTH OF EL TORO ROAD UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Majid Javaherneshan
Structure Rep.: Young Kim

Sample Information

DIME Sample ID: 2021-07-06-10
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: Acceptance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 7/6/2021
Date that the sample was received by the laboratory/organization performing the testing: 7/7/2021
The quantity of what the sample constitutes: 150
A brief description of the sample: Welded Hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RKR Steel Welding

Material Information

Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 1202024048
Hoop Manufacturer Lot Number(s): 4
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #4
Diameter of Hoop: 1'-6"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Nucor
Welding Company: Caltrans
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Information

DIME Test ID: 2021-07-06-10-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Date Tested: 7/7/2021
Verified Date: 7/8/2021
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
2 4 4/13mm 0.2 16968.25 84841 OK Necking fsaylor
UTM: 400kip
Temperature: 72 f