Summary for Test 2019-03-29-10-1

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 210735
DEA: 071193U4
EFIS: 0713000007
DIST-CO-RTE-PM07-LA-10-37.2/42.4
Award Date11/16/2015
Closeout Date07/11/2022
Work DescriptionCONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location DescriptionIN LA COUNTY FROM CITRUS STREET IN WEST COVINA TO ROUTE 57 IN POMONA
QA Service Level1 (Verified on 03/07/2016)

Sample Information

Sample Taken Date03/29/2019 Sample Unique Key10
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 testing04/03/2019
Sample typeQuality Assurance A brief description of the sampleCoupler
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byS Last name of sampler or witnessed byFIERRO
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDayton Superior CMC Rebar Transportation Laboratory (TL) NumberC527109
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 TestingAuthorization Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerCMC
Coupler ManufacturerBarSplice Intermediate Assembler or FabricatorUnknown
Rebar Size5 Coupler ModelDBL BRL Zap Screwlok
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)8163 Rebar Heat Number(s)4084203
Rebar Size 2 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2019-03-29-10
DIME Test ID: 2019-03-29-10-1
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: 2019-04-11

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 04/04/2019
UTM: 400KIP
Temperature: 72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
111#5/16mm0.312851091970Bar 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 4/4/2019