Summary for Test 2017-03-31-4-1

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 211812
DEA: 030G4804
EFIS: 0315000225
DIST-CO-RTE-PM03-YOL-113,505-Var
Award Date12/12/2016
Closeout Date01/17/2012
Work DescriptionREHABILITATE BRIDGE DECKS
Location DescriptionYOLO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 10/20/2016)

Sample Information

Sample Taken Date03/31/2017 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 testing04/03/2017
Sample typeQuality Assurance A brief description of the sampleDayton Bar lock couplers
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byJ Last name of sampler or witnessed byRothaus
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameGerdau Dayton Superior Transportation Laboratory (TL) NumberC558778
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 ManufacturerGerdau
Coupler ManufacturerDayton Superior Intermediate Assembler or FabricatorUnknown
Rebar Size#6 Coupler ModelDayton Bar lock couplers
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)73100259, 73099102 Rebar Heat Number(s)6502633703
Rebar Size 2 Not set

Test Details

DIME Sample ID: 2017-03-31-4
DIME Test ID: 2017-03-31-4-1
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: 2017-04-12

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 04/04/2017
UTM: 400KIP
Halo ID: Small
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
111#6/19mm0.440.0034234896245Service 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 4/5/2017