Summary for Test 2019-02-21-4-1

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 3825
DEA: 07138204
EFIS: 0700000142
DIST-CO-RTE-PM07-LA-47,103-3.5/4.6,0.0/1.1
Award Date06/30/2011
Closeout Date07/14/2022
Work DescriptionREPLACE STEEL BRIDGE WITH CIP PS CONCRETE BOX GIRDER BRIDGE AND RAMPS.
Location DescriptionLOS ANGELES COUNTY IN LONG BEACH AND LOS ANGELES ON ROUTE 47 FROM OCEAN BOULEVARD TO ROUTE 103 JUNCTION AND ON ROUTE 103 FROM ROUTE 47 JUNCTION TO ANAHEIM STREET OVERHEAD
QA Service Level1 (Verified on 03/29/2012)

Sample Information

Sample Taken Date02/21/2019 Sample Unique Key4
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 testing03/05/2019
Sample typeQuality Assurance A brief description of the sampleTaper Grip-Twist Position Coupler
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byM Last name of sampler or witnessed byBruce
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) NumberC739654
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar Manufacturerunknown
Coupler ManufacturerUnkown Intermediate Assembler or FabricatorUnknown
Rebar Size18 Coupler ModelTaper Grip-Twist Position Coupler
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)Unkown Rebar Heat Number(s)unknown
Rebar Size 2 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2019-02-21-4
DIME Test ID: 2019-02-21-4-1
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 (Tensile Slip)
Test Release Date: 2019-04-19

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 04/12/2019
UTM: 2000kip
Halo ID: Large
Temperature: 72.00 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
111No. 18/57mm4-0.0028539804799512OK neckingfsaylor

General comments (publicly viewable) (Max 1000 characters): OK necking
Test Graph
Source: Bluehill Data Point File
Test graph for the Sample

Test was verified on 4/12/2019