Test 2020-04-16-5-3 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 212324
DEA: 033F5104
EFIS: 0313000020
DIST-CO-RTE-PM03-YUB-20-R18.1/R20.1
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.
Sample Information
Sample Taken Date4/16/2020 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 testing4/17/2020
Sample typeQuality Assurance A brief description of the sampleHRC 500 510 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 sampler Laboratory sample identification
The fabricator/manufacturer/facility nameFlatiron Nucor HRC Transportation Laboratory (TL) Number
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 ManufacturerNucor
Coupler ManufacturerHRC Intermediate Assembler or FabricatorUnknown
Rebar Size#11 Coupler ModelHRC 500-510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)73114939 73115502 Rebar Heat Number(s)3500010274
Rebar Size 2
Test Details
DIME Sample ID: 2020-04-16-5
DIME Test ID: 2020-04-16-5-3
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: 2020-04-17
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 04/17/2020
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. 11/36mm101.5615599999999OK Neckingfsaylor

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 04/17/2020