Summary for Test 2017-12-05-4-1

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 Date12/05/2017 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 testing12/08/2017
Sample typeQuality Assurance A brief description of the sampleLenton form Savers couplers
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byR Last name of sampler or witnessed byBarajas
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameHarris Rebar Nucor Transportation Laboratory (TL) NumberC760329
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 UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerNucor
Coupler ManufacturerErico Lenton Intermediate Assembler or FabricatorUnknown
Rebar Size#8 Coupler ModelLenton Form Saver
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)L-8861 Rebar Heat Number(s)SE17104371
Rebar Size 2 Not set Coupler Unique IDNot set

Test Details

DIME Sample ID: 2017-12-05-4
DIME Test ID: 2017-12-05-4-1
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: 2017-12-18

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 12/11/2017
UTM: 400KIP
Halo ID: Small
Temperature: 72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11C09#8/25mm0.79-0.00276839786578Service SpliceFred

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

Test was verified on 12/11/2017