Test 2017-06-14-9-2 (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 Date6/14/2017 Sample Unique Key9
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 testing6/15/2017
Sample typeQuality Assurance A brief description of the sampleCoupler
The quantity of what the sample constitutes4 From where was the sample collectedFabricator
First name of sampler or witnessed byDan Last name of sampler or witnessed byChapa
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameMartinez Steel Corporation Transportation Laboratory (TL) NumberC876713
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 UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerGerdau
Coupler ManufacturerBarSplice Intermediate Assembler or FabricatorUnknown
Rebar Size10 Coupler ModelTaper GripTwist
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)A162317, A160872 Rebar Heat Number(s)65024728, 65024955
Rebar Size 2 Not set
Test Details
DIME Sample ID: 2017-06-14-9
DIME Test ID: 2017-06-14-9-2
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: 2017-06-22
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 06/15/2017
UTM: 2000KIP
Halo ID: Small
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
12#10/32mm1.27011638591642necking okayBrian

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 06/15/2017