Test 2020-07-22-15-3 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 214465
DEA: 081E5704
EFIS: 0814000051
DIST-CO-RTE-PM08-RIV-10-27.7
Work DescriptionPLACE CIDH PILING AND ROCK SLOPE PROTECTION
Location DescriptionRIVERSIDE COUNTY NEAR PALM SPRINGS AT WHITEWATER RIVER BRIDGE
Sample Information
Sample Taken Date7/22/2020 Sample Unique Key15
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 testing7/28/2020
Sample typeQuality Assurance A brief description of the sampleHRC 500 510 Couplers
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed bySHUKRI Last name of sampler or witnessed byAbouazra
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameHRC Cascade 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 ManufacturerCascade Steel
Coupler ManufacturerHRC Casade 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)73116792 A193741 Rebar Heat Number(s)373119
Rebar Size 2
Test Details
DIME Sample ID: 2020-07-22-15
DIME Test ID: 2020-07-22-15-3
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: 2020-07-29
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 07/29/2020
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
13No. 9/29mm1019765897658OK 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 07/29/2020