Test 2017-01-11-1-5 (ASTM A416-15) Summary

Project Information
Project IdentifiersProject ID: 7427
DEA: 07215934
EFIS: 0700001833
DIST-CO-RTE-PM07-LA-5-2.4/4.0
Work DescriptionWiden and Realign Freeway and Construct Ped OC, OC and UC Structures.
Location DescriptionLOS ANGELES COUNTY IN SANTA FE SPRINGS AND NORWALK FROM 0.1 MILE NORTH OF CARMENITA ROAD OVERCROSSING TO 0.1 MILE NORTH OF SILVERBOW AVENUE PEDESTRIAN OVERCROSSING
Sample Information
Sample Taken Date1/11/2017 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 testing1/13/2017
Sample typeRetest A brief description of the sample.6in Prestressing Strand
The quantity of what the sample constitutes10 From where was the sample collectedJob Site
First name of sampler or witnessed byJinesh Last name of sampler or witnessed byMehta
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameKiswire Transportation Laboratory (TL) NumberNA
Inspector Lot Number from the Transportation Laboratory (TL) FormNA Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM4 - Prestressing Strand CommentsUnknown
Reel/Coil/Pack Number(s) Number of Coils4
Group NumberNA Strand Diameter.6 in
Grade270 Strand SpecificationASTM A 416
Heat Number(s)81200 Mfg. Lot Number(s)NA
Manufacturer(s)Kiswire
Test Details
DIME Sample ID: 2017-01-11-1
DIME Test ID: 2017-01-11-1-5
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Test Release Date: 2017-01-24
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 01/17/2017
UTM:120KIP
Temperature:72 F
Extensometers:E88766
NumHeat NumberCoilArea (sqin)Peak Load (lbf)Load at EUL (lbf)Chord Modulus (Msi)Elongation (in)Tested By
1812005875A0.224606975228027.52.14Brian

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

Test was verified on 01/17/2017