Summary for Test 2016-09-29-1-3

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 Date09/29/2016 Sample Unique Key1
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 testing09/29/2016
Sample typeQuality Assurance A brief description of the sampleCoupler 500 510
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 byBluyot
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameHarris Rebar Transportation Laboratory (TL) NumberC759604
Inspector Lot Number from the Transportation Laboratory (TL) FormNA 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 ManufacturerHRC Intermediate Assembler or FabricatorUnknown
Rebar Size#8 Coupler Model500 510
Coating StandardsUncoated Shape of RebarHoop
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorHarris Rebar
Coupler Component Heat/Lot Number(s)A162885 Rebar Heat Number(s)SE1510505047
Rebar Size 2 Not set Coupler Unique IDNot set

Test Details

DIME Sample ID: 2016-09-29-1
DIME Test ID: 2016-09-29-1-3
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)
Test Release Date: 2016-09-30

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 09/30/2016
UTM: 400KIP
Temperature: 72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
13C07#8/25mm0.797750098100Bar BrokeFred

General comments (publicly viewable) (Max 1000 characters): Bar Broke; OK Necking
Test Graph
Source: Partner Data Point File
Test graph for the Sample

Test was verified on 9/30/2016