Summary for Test 2016-05-27-7-3

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 Date05/27/2016 Sample Unique Key7
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 testing05/31/2016
Sample typeQuality Assurance A brief description of the sampleFlash Welded Rebar Hoops
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byEd Last name of sampler or witnessed byFleming
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameHarris Salinas Transportation Laboratory (TL) NumberC741282
Inspector Lot Number from the Transportation Laboratory (TL) FormB1024716 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingAuthorization Testing
Service or UltimateUltimate Rebar Heat Number(s)SE15105540
Hoop Manufacturer Lot Number(s)H91 Material Standard CodeASTM A706
Material Grade60 Rebar Size7
Diameter of Hoop3'-6" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerHarris Salinas
Welding CompanyHarris Rebar Coating StandardsUncoated
Weld TypeFlash Welded

Test Details

DIME Sample ID: 2016-05-27-7
DIME Test ID: 2016-05-27-7-3
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: 2016-06-02

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 06/01/2016
UTM: 400KIP
Temperature: 72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
13H91#7/22mm0.65381089680Bar BrokeBrian

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 6/2/2016