Summary for Test 2019-12-12-23-1

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 213636
DEA: 07275104
EFIS: 0700000519
DIST-CO-RTE-PM07-LA-1-38.3/38.7
Award Date11/27/2018
Closeout Date08/03/2023
Work DescriptionWIDEN LANES AND SHOULDERS, AND UPGRADE GUARD RAILS.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM 0.2 MILE NORTH OF TEMESCAL CANYON ROAD TO BAY CLUB DRIVE
QA Service Level1 (Verified on 11/07/2019)

Sample Information

Sample Taken Date12/12/2019 Sample Unique Key23
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 testing12/30/2019
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 byRuben Last name of sampler or witnessed bySandoval
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCamblin Steel Transportation Laboratory (TL) NumberNA
Inspector Lot Number from the Transportation Laboratory (TL) FormNA 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 ManufacturerBarSplice Intermediate Assembler or FabricatorUnknown
Rebar Size5 Coupler ModelTaper Threaded Grip- Twist
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)188961, A174750 Rebar Heat Number(s)9001636
Rebar Size 2 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2019-12-12-23
DIME Test ID: 2019-12-12-23-1
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: 2019-12-31

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 12/31/2019
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. 5/16mm10.00060.313000996803Ok 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 12/31/2019