Test 2021-07-20-5-1 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 214469
DEA: 030H08U4
EFIS: 0319000029
DIST-CO-RTE-PM03-SAC-50-L0.2/R6.1
Work DescriptionSac 50 Design Build PLEASE NOTE THAT DESIGN BUILDER MUST PERFORM QUALITY VALIDATION TESTING IN ACCORDANCE WITH THE MATERIAL CONTROL SCHEDULE (MCS) FOR ITEMS SUCH AS STRANDS, HS BOLTS, ELASTOMERIC BEARING PADS, JOINT SEALANTS, COUPLERS & WELDED HOOPS, ETC
Location DescriptionFROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE
Sample Information
Sample Taken Date7/20/2021 Sample Unique Key5
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 testing7/21/2021
Sample typeQuality Assurance A brief description of the sample#18 Lenton Ultimate Positional Coupler
The quantity of what the sample constitutes24 Couplers From where was the sample collectedJob Site
First name of sampler or witnessed byJunhao Last name of sampler or witnessed byLiu
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameMartinez Steel Corporation Transportation Laboratory (TL) NumberC766277
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 UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerCascade Steel
Coupler ManufacturerLenton Intermediate Assembler or Fabricator
Rebar Size#18 Coupler ModelLenton Ultimate Positional
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)U0061 U0047 Rebar Heat Number(s)488120
Rebar Size 2
Test Details
DIME Sample ID: 2021-07-20-5
DIME Test ID: 2021-07-20-5-1
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: 2021-07-22
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 07/22/2021
UTM:2000kip
Temperature:72.00 f
Halo ID:Large
NumSampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11No. 18/57mm1-0.0026439299498249Ok Neckingbewing

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

Test was verified on 07/22/2021