Summary for Test 2020-05-21-2-3

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 Date05/21/2020 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing05/21/2020 Sample typeQuality Assurance
A brief description of the sampleDextra America couplers The quantity of what the sample constitutes4
From where was the sample collectedJob Site First name of sampler or witnessed byRAY
Last name of sampler or witnessed byBarajas Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameDextra America CMC Rebar
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerCMC Rebar
Coupler ManufacturerDextra America Intermediate Assembler or FabricatorUnknown
Rebar Size#6 Coupler ModelDextra America Theaded coupler
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)3489, 2984, 3183 Rebar Heat Number(s)3092478
Rebar Size 2 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2020-05-21-2
DIME Test ID: 2020-05-21-2-3
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 (Cyclical/Fatique Tensile with Slip)
Test Release Date: 2020-05-21

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 05/21/2020
UTM: 400kip
Temperature: 72.00 f
Halo ID:
NumSampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
13No. 6/19mm100.444373099386Service Splicefsaylor

General comments (publicly viewable) (Max 1000 characters): Service Splice
Test Graph
Source: Bluehill Data Point File
WARNING: position or load not found in data points imported from Instron machine.

Test was verified on 5/21/2020 ✔