Test 2017-04-24-3-2 (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 Date4/24/2017 Sample Unique Key3
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 testing5/3/2017
Sample typeQuality Assurance A brief description of the sampleHRC 500 510 Couplers
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byPao Last name of sampler or witnessed byMAU
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameHRC CMC Rebar Transportation Laboratory (TL) NumberC876712
Inspector Lot Number from the Transportation Laboratory (TL) FormN/A 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 ManufacturerCMC Rebar
Coupler ManufacturerHRC Intermediate Assembler or FabricatorUnknown
Rebar Size10 Coupler ModelHRC 500-510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)A162884 Rebar Heat Number(s)406
Rebar Size 2 Not set
Test Details
DIME Sample ID: 2017-04-24-3
DIME Test ID: 2017-04-24-3-2
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: 2017-05-15
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 05/03/2017
UTM: 400KIP
Halo ID: Small
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
121#10/32mm1.27011742092459OK NeckingFred

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

Test was verified on 05/08/2017