Test 2018-03-14-1-3 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 210794
DEA: 062HT104
EFIS: 0612000287
DIST-CO-RTE-PM06-FRE-99-23.5/26.7
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.
Sample Information
Sample Taken Date3/14/2018 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 testing3/16/2018
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 Laboratory sample identificationUnknown
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
Test Details
DIME Sample ID: 2018-03-14-1
DIME Test ID: 2018-03-14-1-3
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: 2018-03-26
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
1320#11/36mm1.56013706987865necking okayFred

General comments (publicly viewable) (Max 250 characters): necking okay
Test Graph
Source: Partner Data Point File
Test graph for the Sample

Test was verified on 03/19/2018