Test 2021-05-28-9-3 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 214579
DEA: 010B0904
EFIS: 0100020444
DIST-CO-RTE-PM01-DN-101-8.2/8.7
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionDEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE
Sample Information
Sample Taken Date5/28/2021 Sample Unique Key9
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 testing6/2/2021
Sample typeQuality Assurance A brief description of the sample Couplers
The quantity of what the sample constitutes4 From where was the sample collectedDistributor
First name of sampler or witnessed byR Last name of sampler or witnessed byParr
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameCMC HRC Transportation Laboratory (TL) NumberC725805
Inspector Lot Number from the Transportation Laboratory (TL) FormB373-060-21 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 ManufacturerCMC
Coupler ManufacturerHRC Intermediate Assembler or Fabricator
Rebar Size#7 Coupler ModelHRC 500/520
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)100101456 74120293 Rebar Heat Number(s)4105361
Rebar Size 2
Test Details
DIME Sample ID: 2021-05-28-9
DIME Test ID: 2021-05-28-9-3
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: 2021-06-02
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 06/02/2021
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. 7/22mm100.65657694294Ok 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 06/02/2021