Test 2020-09-28-12-2 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 214176
DEA: 033F0904
EFIS: 0312000056
DIST-CO-RTE-PM03-SAC,SJ-5,160-Var
Work DescriptionREPLACE STRUCTURAL CONCRETE BRIDGES, PLACE CIDH & CISS CONCRETE PILES.
Location DescriptionSACRAMENTO COUNTY AT NORTH SACRAMENTO UNDERCROSSING AND SACRAMENTO RIVER BRIDGE AND IN SAN JOAQUIN COUNTY AT MOKELUMNE RIVER BRIDGE
Sample Information
Sample Taken Date9/28/2020 Sample Unique Key12
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 testing9/28/2020
Sample typeQuality Assurance A brief description of the sampleHRC 500 Couplers
The quantity of what the sample constitutes16 splices From where was the sample collectedJob Site
First name of sampler or witnessed byChuck Last name of sampler or witnessed byPazzi
Title of samplerStructures Rep Laboratory sample identification
The fabricator/manufacturer/facility nameMyers and Sons Construction 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 Steel Arizona
Coupler ManufacturerHRC Intermediate Assembler or Fabricator
Rebar Size#8 Coupler ModelHRC 500-510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)75067870, A175581 Rebar Heat Number(s)4099969
Rebar Size 2
Test Details
DIME Sample ID: 2020-09-28-12
DIME Test ID: 2020-09-28-12-2
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: 2020-10-01
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 09/30/2020
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
12No. 8/25mm100.797593296116OK Neckingfsaylor

General comments (publicly viewable) (Max 250 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 10/01/2020