Test 2018-01-16-3-3 (ASTM A416-15) Summary

Project Information
Project IdentifiersProject ID: 210618
DEA: 06342534
EFIS: 0600000382
COOP: 061616A2
DIST-CO-RTE-PM06-FRE-180-R74.1/R78.6
Work DescriptionCONSTRUCT SEGMENT 3 OF KINGS CANYON EXPRESSWAY
Location DescriptionFRESNO COUNTY ABOUT 8.4 MILES EAST OF FRESNO FROM 0.7 MILE WEST OF SMITH AVENUE TO 0.7 MILE EAST OF FRANKWOOD AVENUE
Sample Information
Sample Taken Date1/16/2018 Sample Unique Key3
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing1/1/2018
Sample typeQuality Assurance A brief description of the sample ASTM A416 seven wire uncoated steel strand
The quantity of what the sample constitutes4 samples from each pack From where was the sample collectedFabricator
First name of sampler or witnessed byRyan Last name of sampler or witnessed byCummings
Title of samplerQA Laboratory sample identification
The fabricator/manufacturer/facility nameConfab Shafter Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormS29-003-18R Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM4 - Prestressing Strand CommentsRetest from failed samples
Reel/Coil/Pack Number(s) S333801-2, S334044-2D Number of Coils2
Group Number Strand Diameter.6 in
Grade270 Strand SpecificationASTM A 416
Heat Number(s)S0563516, S0544116 Mfg. Lot Number(s) S333801-2, S334044-2D
Manufacturer(s)Sumiden Wire
Test Details
DIME Sample ID: 2018-01-16-3
DIME Test ID: 2018-01-16-3-3
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: 2018-01-31
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 01/23/2018
UTM:120KIP
Temperature:72 F
Extensometers:E88766
NumHeat NumberCoilArea (sqin)Peak Load (lbf)Load at EUL (lbf)Chord Modulus (Msi)Elongation (in)Tested By
1S0563516S333801-20.214591445305326.91.85Brian

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

Test was verified on 01/24/2018