Test 2021-07-29-2-3 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 215062
DEA: 030F2904
EFIS: 0314000101
DIST-CO-RTE-PM03-BUT-99-14.9/15.7
Work DescriptionCONSTRUCT BRIDGE AND ROADWAY; & REMOVE BRIDGE.
Location DescriptionBUTTE COUNTY ABOUT 10 MILES NORTH OF GRIDLEY FROM 0.3 MILE SOUTH TO 0.5 MILE NORTH OF NELSON AVENUE
Sample Information
Sample Taken Date7/29/2021 Sample Unique Key2
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 testing7/29/2021
Sample typeQuality Assurance A brief description of the sample#9 HRC 500/510 Couplers
The quantity of what the sample constitutes200 Couplers From where was the sample collectedJob Site
First name of sampler or witnessed byEd Last name of sampler or witnessed byEricson
Title of samplerASR Laboratory sample identification
The fabricator/manufacturer/facility nameMCM Construction Transportation Laboratory (TL) NumberC631502
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 Fabricator
Rebar Size#9 Coupler ModelHRC 500/510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)A193741 73114939 Rebar Heat Number(s)3500012070
Rebar Size 2
Test Details
DIME Sample ID: 2021-07-29-2
DIME Test ID: 2021-07-29-2-3
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: 2021-08-02
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 07/29/2021
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
13No. 9/29mm101103440103440OK 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 08/02/2021