Summary for Test 2019-10-24-5-3

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 212914
DEA: 031E0604
EFIS: 0312000068
DIST-CO-RTE-PM03-YUB-70-15.5/16.5
Award Date07/31/2019
Closeout DateNot set
Work DescriptionSIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055.
Location DescriptionNEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019.
QA Service Level1 (Verified on 08/22/2019)

Sample Information

Sample Taken Date10/24/2019 Sample Unique Key5
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 testing10/29/2019
Sample typeQuality Assurance A brief description of the samplesize10 HRC 500-510 coupler
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byJason Last name of sampler or witnessed byC
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCMC HRC Transportation Laboratory (TL) NumberC
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 Intermediate Assembler or FabricatorUnknown
Rebar Size7 Coupler ModelHRC 500-510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)A182735 351817 Rebar Heat Number(s)4084823
Rebar Size 2

Test Details

DIME Sample ID: 2019-10-24-5
DIME Test ID: 2019-10-24-5-3
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: 2019-10-29

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: spaine
Date of test: 10/29/2019
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. 7/22mm100.65634193901ok neckingspaine

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 10/29/2019