Summary for Test 2018-03-14-1-2

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 Date03/14/2018 Sample Unique Key1
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 testing03/16/2018
Sample typeQuality Assurance A brief description of the sampleBarsplice Zap Screwlok Coupler Type 2
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byAileen Last name of sampler or witnessed byMartinez
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameMartinez steel Nucor Barsplice Transportation Laboratory (TL) NumberNA
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 ManufacturerNucor
Coupler ManufacturerBarSplice Intermediate Assembler or FabricatorUnknown
Rebar Size11 Coupler ModelZap Screwlok Coupler Type 2
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)74105861 Rebar Heat Number(s)SE16104537
Rebar Size 2 Not set Coupler Unique IDNot set

Test Details

DIME Sample ID: 2018-03-14-1
DIME Test ID: 2018-03-14-1-2
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: 2018-03-26

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 03/16/2018
UTM: 2000KIP
Halo ID: Big
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1220#11/36mm1.56013356485618necking okayFred

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

Test was verified on 3/19/2018