Print Report | Back to Test Summary

Testing Report for 2020-10-09-19-2

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

Project Information

DEA: 022E4804
EFIS: 0200000586
Project ID: 212501
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96,263-103.1/103.6,56.8/57.2
Work Description: BRIDGE REPLACEMENT
Location Description: SISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Nicole Mallory
Structure Rep.: Andy O'Sullevan

Sample Information

DIME Sample ID: 2020-10-09-19
TL Number from the TL Form: C858378
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 10/9/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/20/2020
The quantity of what the sample constitutes: 4
A brief description of the sample: Erico Lenton Stander A2 Couplers
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Nucor Erico Lention

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Nucor
Coupler Manufacturer: Erico Lention
Intermediate Assembler or Fabricator:
Rebar Size: #8
Coupler Model: Lenton A2
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): L9711
Rebar Heat Number(s): 3500011779
Rebar Size 2 :

Test Information

DIME Test ID: 2020-10-09-19-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Date Tested: 10/20/2020
Verified Date: 10/20/2020
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: Service splice
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Number of Samples Tested: 1
Sample Number of Cycles Size Mfg. Lot Number(s) Slip (inch) Area (sqin) Peak Load (lbf) Peak Stress (psi) Comments Tested By
2 No. 8/25mm 1 0 0.79 79332 100421 Service splice bewing
UTM: 400kip
Temperature: 72.00 f
Halo ID: