Summary for Test 2017-09-06-4-3

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 209114
DEA: 040A7104
EFIS: 0400000160
COOP: 042550
DIST-CO-RTE-PM04-ALA-880-28.4/29.2
Award Date04/30/2014
Closeout Date07/23/2020
Work DescriptionWIDEN ROADS, RECONSTRUCT RAMPS WITH HMA, REPLACE 2 CONC OVERCROSSINGS.
Location DescriptionALAMEDA COUNTY IN ALAMEDA AND OAKLAND FROM 0.2 MILE SOUTH OF 29TH AVENUE OVERCROSSING TO 0.3 MILE NORTH OF 23RD AVENUE OVERCROSSING.
QA Service Level1 (Verified on 10/11/2013)

Sample Information

Sample Taken Date09/06/2017 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 testing09/12/2017
Sample typeQuality Assurance A brief description of the sampleBartec Couplers
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byRodelio Last name of sampler or witnessed byBaluyot
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameHarris Rebar Transportation Laboratory (TL) NumberC690171
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown 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 ManufacturerNucor
Coupler ManufacturerDextra America Intermediate Assembler or FabricatorUnknown
Rebar Size11 Coupler ModelBartec
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)DL14107938 Rebar Heat Number(s)SE16105094
Rebar Size 2 Not set Coupler Unique IDNot set

Test Details

DIME Sample ID: 2017-09-06-4
DIME Test ID: 2017-09-06-4-3
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 (Tensile Slip)
Test Release Date: 2017-09-21

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 09/13/2017
UTM: 2000KIP
Halo ID: Small
Temperature: 72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
13C10#11/36mm1.56014446492605necking okayFred

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

Test was verified on 9/14/2017