Test 2016-07-29-13-1 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 210698
DEA: 11299204
EFIS: 1100000422
DIST-CO-RTE-PM11-SD-94,805-Var
Work DescriptionSEISMIC RETROFIT 4 BRIDGES ON ROUTES 94 AND 805.
Location DescriptionIN SAN DIEGO COUNTY AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date7/29/2016 Sample Unique Key13
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 testing8/2/2016
Sample typeQuality Assurance A brief description of the sampleHRC Couplers
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byCarlos Last name of sampler or witnessed byLopez
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameHRC Cascade Transportation Laboratory (TL) NumberC958031
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 UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerCascade
Coupler ManufacturerHRC Intermediate Assembler or FabricatorUnknown
Rebar Size7 Coupler ModelHRC 500-510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)A153919 Rebar Heat Number(s)126016
Rebar Size 2 Not set
Test Details
DIME Sample ID: 2016-07-29-13
DIME Test ID: 2016-07-29-13-1
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: 2016-08-04
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 08/03/2016
UTM: 400KIP
Halo ID: Small
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11NA#7/22mm0.6-0.00825580893013OK 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 08/04/2016