Summary for Test 2018-05-10-4-3

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 210794
DEA: 062HT104
EFIS: 0612000287
DIST-CO-RTE-PM06-FRE-99-23.5/26.7
Award Date06/30/2016
Closeout Date09/16/2020
Work Description(Alternative Delivery) Realign Freeway CONTACT SMR PRIOR TO PERFORMING ANY TESTING OR INSPECTION. CMGC PROJECT. Realign Route 99 between Ashlan Avenue and Olive Avenue to accommodate the High Speed Train (HST).
Location DescriptionState Highway 99 in Fresno (Fresno County) from 0.2 miles North of Olive Ave over-crossing to 0.2 miles North of Ashlan Ave over-crossing.
QA Service Level1 (Verified on 10/01/2015)

Sample Information

Sample Taken Date05/10/2018 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 testing05/15/2018
Sample typeQuality Assurance A brief description of the sample10 Grip Twist Couplers
The quantity of what the sample constitutes149 From where was the sample collectedManufacturer
First name of sampler or witnessed byFares Last name of sampler or witnessed byThwabah
Title of samplerQuality Control Manager Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameMartinez steel Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerNucor
Coupler ManufacturerBarSplice Intermediate Assembler or FabricatorMartinez Steel Corporation
Rebar Size10 Coupler ModelGrip Twist
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)A162317 Rebar Heat Number(s)PL16108873
Rebar Size 2 Not set Coupler Unique IDNot set

Test Details

DIME Sample ID: 2018-05-10-4
DIME Test ID: 2018-05-10-4-3
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 (Tensile Slip)
Test Release Date: 2018-05-22

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 05/15/2018
UTM: 400KIP
Halo ID: Small
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1322#10/32mm1.27011922093871OK NeckingFred

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

Test was verified on 5/15/2018