Summary for Test 2021-03-19-14-2

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 214909
DEA: 120N8604
EFIS: 1214000123
DIST-CO-RTE-PM12-ORA-73-23.7/24.1
Award Date06/25/2020
Closeout Date01/09/2023
Work DescriptionREPLACE STRUCTURAL CONCRETE BRIDGE & RETAINING WALL; & PLACE HMA.
Location DescriptionORANGE COUNTY IN NEWPORT BEACH FROM 0.3 MILE NORTH OF BISON AVENUE TO 0.3 MILE SOUTH OF UNIVERSITY DRIVE
QA Service Level1 (Verified on 07/21/2020)

Sample Information

Sample Taken Date03/19/2021 Sample Unique Key14
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 testing04/01/2021
Sample typeQuality Assurance A brief description of the sampleCoupler
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byRolin Last name of sampler or witnessed byGonzalez
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameHRC Transportation Laboratory (TL) NumberC905077
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
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)7318782 74117089 Rebar Heat Number(s)3098852
Rebar Size 2 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2021-03-19-14
DIME Test ID: 2021-03-19-14-2
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: 2021-04-02

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 04/02/2021
UTM: 2000kip
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. 10/32mm101.2712057994944Ok 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 4/2/2021