Test 2021-03-12-4-1 (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 Date3/12/2021 Sample Unique Key4
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 testing3/16/2021
Sample typeQuality Assurance A brief description of the sampleHRC 500 510 Couplers
The quantity of what the sample constitutes128 EA From where was the sample collectedFabricator
First name of sampler or witnessed byRyan Last name of sampler or witnessed byParr
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility namePJs Rebar Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB373-026-21 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Couplers Production or Authorization TestingAuthorization Testing
Service or UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerCascade Steel
Coupler ManufacturerHRC Intermediate Assembler or Fabricator
Rebar Size#10 Coupler ModelHRC 500/510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)73113004, 73118000 Rebar Heat Number(s)439020
Rebar Size 2
Test Details
DIME Sample ID: 2021-03-12-4
DIME Test ID: 2021-03-12-4-1
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: 2021-03-16
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 03/16/2021
UTM:2000kip
Temperature:72.00 f
Halo ID:Small
NumSampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11No. 10/32mm1-0.00881.2712548398805OK 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 03/16/2021