Summary for Test 2021-01-21-18-2

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 212324
DEA: 033F5104
EFIS: 0313000020
DIST-CO-RTE-PM03-YUB-20-R18.1/R20.1
Award Date10/31/2019
Closeout DateNot set
Work DescriptionConstruct bridge, realign curve & widen shoulders.
Location DescriptionConstruction on state highway in Yuba County near Smartsville from the Yuba River Bridge to 0.3 mile east of Smartsville Road.
QA Service Level1 (Verified on 02/27/2020)

Sample Information

Sample Taken Date01/21/2021 Sample Unique Key18
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing01/22/2021
Sample typeQuality Assurance A brief description of the sampleErico Lenton Stander Couplers
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byKaveh Last name of sampler or witnessed byAladini
Title of samplerASR Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameNucor Erico Transportation Laboratory (TL) NumberC
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerNucor
Coupler ManufacturerErico Lenton Intermediate Assembler or Fabricator
Rebar Size#10 Coupler ModelEL32A2
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)L9617 Rebar Heat Number(s)3500014902
Rebar Size 2

Test Details

DIME Sample ID: 2021-01-21-18
DIME Test ID: 2021-01-21-18-2
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: 2021-01-25

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 01/22/2021
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
12No. 10/32mm101.2712068095024Service Splicefsaylor

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 1/25/2021