Summary for Test 2024-06-24-68-3

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 994346
DEA: 033F23U4
EFIS: 0322000243
DIST-CO-RTE-PM03-PLA-80-0.1/2.2,4.9/6.0
Award Date05/25/2023
Closeout DateNot set
Work DescriptionROADWAY EXCAVATION, PLACE CL2-AB, HMA, STRUCTURAL CONCRETE & RCP.
Location DescriptionPLACER COUNTY IN ROSEVILLE FROM 0.1 MILE WEST OF RIVERSIDE AVENUE OVERCROSSING TO 0.3 MILE EAST OF DOUGLAS BOULEVARD OVERCROSSING AND IN ROCKLIN FROM 1.1 MILE WEST OF ROCKLIN ROAD UNDERCROSSING TO ROCKLIN ROAD UNDERCROSSING
QA Service Level1 (Verified on 11/09/2022)

Sample Information

Sample Taken Date06/24/2024 Sample Unique Key68
Date that the sample was received by the laboratory/organization performing the testing07/01/2024 Sample typeQuality Assurance
A brief description of the sampleLenton Couplers The quantity of what the sample constitutes11
From where was the sample collectedJob Site First name of sampler or witnessed byChris
Last name of sampler or witnessed byLaw Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameJob Site
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerCMC
Coupler ManufacturerErico Lenton Intermediate Assembler or Fabricator
Rebar Size#11 Coupler ModelErico Lenton A2
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)L9253, L9289 Rebar Heat Number(s)4137379
Rebar Size 2 Coupler Unique IDST-17-01

Test Details

DIME Sample ID: 2024-06-24-68
DIME Test ID: 2024-06-24-68-3
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Test Release Date: 2024-07-03

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 06/28/2024
UTM: 400kip
Temperature: 72.00 f
Halo ID:
NumSampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
13No. 11/36mm101.5614668594029Service Spliceaauvinen

General comments (publicly viewable) (Max 1000 characters): Service Splice
Test Graph
Source: Bluehill Data Point File
WARNING: position or load not found in data points imported from Instron machine.

Test was verified on 7/3/2024 ✔