Summary for Test 2016-12-29-2-1

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 211235
DEA: 054482U4
EFIS: 0500000543
DIST-CO-RTE-PM05-SB-101-2.2/3.3
Award Date06/20/2016
Closeout Date08/23/2021
Work DescriptionBUILD AND RECONSTRUCT BRIDGES, CONSTRUCT RAMPS AND FRONTAGE ROAD.
Location DescriptionSANTA BARBARA COUNTY IN CARPINTERIA FROM 0.2 MILE SOUTH OF CARPINTERIA CREEK BRIDGE TO FRANKLIN CREEK BRIDGE
QA Service Level1 (Verified on 07/27/2016)

Sample Information

Sample Taken Date12/29/2016 Sample Unique Key2
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 testing12/30/2016
Sample typeQuality Assurance A brief description of the sampleUltimate Butt Splice
The quantity of what the sample constitutes150 From where was the sample collectedFabricator
First name of sampler or witnessed byJames Last name of sampler or witnessed byDoe
Title of samplerCALTRANS METS QA INSPECTOR Telephone number of sampler(510) 918-4918
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameHarris Rebar Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormB358-138-16 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)SE15101993
Hoop Manufacturer Lot Number(s)H02 Material Standard CodeASTM A706
Material Grade60 Rebar Size8
Diameter of Hoop5'-10" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerNucor
Welding CompanyHarris Rebar Coating StandardsUncoated
Weld TypeFlash Welded

Test Details

DIME Sample ID: 2016-12-29-2
DIME Test ID: 2016-12-29-2-1
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)
Test Release Date: 2017-01-06

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: Arnold
Date of test: 12/30/2016
UTM:400KIP
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11H01#8/25mm0.797576095900Bar BrokeArnold

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 12/30/2016