Test 2021-01-14-7-3 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 214227
DEA: 100Q1214
EFIS: 1014000167
DIST-CO-RTE-PM10-MER-99-28.2/R37.3
Work DescriptionPLACE REINFORCED CONCRETE PAVEMENT, HMA & FIBER OPTIC CABLE SYSTEM.
Location DescriptionMERCED COUNTY IN AND NEAR LIVINGSTON FROM 0.8 MILE SOUTH OF HAMMATT AVENUE OVERCROSSING TO STANISLAUS COUNTY LINE
Sample Information
Sample Taken Date1/14/2021 Sample Unique Key7
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 testing1/15/2021
Sample typeQuality Assurance A brief description of the sampleBar Lock Coupler
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byJO Last name of sampler or witnessed byAkabogn
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameCMC Rebar Erico Transportation Laboratory (TL) NumberC10Q1214QA
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 ManufacturerCMC Rebar
Coupler ManufacturerErico Intermediate Assembler or Fabricator
Rebar Size#11 Coupler ModelBar Lock
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)C0026 Rebar Heat Number(s)4102989
Rebar Size 2
Test Details
DIME Sample ID: 2021-01-14-7
DIME Test ID: 2021-01-14-7-3
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: 2021-01-19
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 01/19/2021
UTM:2000kip
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. 11/36mm101.5614695194199Service 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 01/19/2021