Summary for Test 2019-04-02-8-4

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 209695
DEA: 08347704
EFIS: 0800000616
DIST-CO-RTE-PM08-SBD-SR-58-0/12.9
Award Date11/10/2017
Closeout Date01/14/2021
Work Description(Alternative Delivery) The CMGC project will upgrade SR 58 from 2- to 4-lanes in San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Location DescriptionSR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395.
QA Service Level1 (Verified on 12/01/2017)

Sample Information

Sample Taken Date04/02/2019 Sample Unique Key8
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 testing04/10/2019
Sample typeQuality Assurance A brief description of the sampleLenton Couplers
The quantity of what the sample constitutes4 From where was the sample collectedManufacturer
First name of sampler or witnessed byDarren Last name of sampler or witnessed byHopper
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCMC Rebar Transportation Laboratory (TL) NumberC705453
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 ManufacturerErico Intermediate Assembler or FabricatorUnknown
Rebar Size11 Coupler ModelLenton A2
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)L9351 Rebar Heat Number(s)9000389
Rebar Size 2 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2019-04-02-8
DIME Test ID: 2019-04-02-8-4
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: 2019-04-19

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 04/12/2019
UTM: 2000kip
Halo ID: Small
Temperature: 72.00 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
112No. 11/36mm1.56-0.000114141790652Service Splicefsaylor

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

Test was verified on 4/12/2019