Test 2020-12-10-1-1 (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 Date12/10/2020 Sample Unique Key1
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 testing12/11/2020
Sample typeQuality Assurance A brief description of the sampleHRC 500-510
The quantity of what the sample constitutes24 From where was the sample collectedFabricator
First name of sampler or witnessed bySherri Last name of sampler or witnessed byBrannon
Title of samplerMETS QA inspector Laboratory sample identification
The fabricator/manufacturer/facility nameCMC Rebar 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 ManufacturerCMC Rebar
Coupler ManufacturerHRC CMC Rebar Intermediate Assembler or Fabricatorx
Rebar Size#8 Coupler Model500-510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)73112579 189111 Rebar Heat Number(s)3099893
Rebar Size 2 8
Test Details
DIME Sample ID: 2020-12-10-1
DIME Test ID: 2020-12-10-1-1
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: 2020-12-14
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 12/11/2020
UTM:400kip
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. 8/25mm1-0.02260.797536995403OK 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 12/14/2020