Test 2016-11-16-2-4 (ASTM D638-Dec14) Summary

Project Information
Project IdentifiersProject ID: 211141
DEA: 072W9604
EFIS: 0715000028
DIST-CO-RTE-PM07-LA-60,60,91,164,605-Var
Work DescriptionTREAT BRIDGE DECK, REPAIR SPALLS, AND REPLACE JOINT SEALS.
Location DescriptionTREAT BRIDGE DECK, REPAIR SPALLS, AND REPLACE JOINT SEALS.
Sample Information
Sample Taken Date11/16/2016 Sample Unique Key2
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 testing11/18/2016
Sample typeQuality Control A brief description of the samplepolyester resin
The quantity of what the sample constitutes33 totes From where was the sample collectedSource
First name of sampler or witnessed byChris Last name of sampler or witnessed byNUNEZ
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility namereichhold azusa Transportation Laboratory (TL) Numberc594913
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypePolyester Mfg. Lot Number(s)1014493
Batch number1014493 Mix number
Test Details
DIME Sample ID: 2016-11-16-2
DIME Test ID: 2016-11-16-2-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2016-11-22
Test Results

Number of specimens tested: 6
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 11/22/2016
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in per min
Sample 1 Width: 0.492 in
Sample 1 Thickness: 0.244 in
Sample 1 Area: 0.12 in^2
Sample 1 Ultimate Strength Actual: 329.8 psi
Sample 1 percent elongation: 56.6 %
Sample 1 Time: 4.21 minute
Sample 2 Width: 0.492 in
Sample 2 Thickness: 0.246 in
Sample 2 Area: 0.121 in^2
Sample 2 Ultimate Strength Actual: 316.5 psi
Sample 2 percent elongation: 54.6 %
Sample 2 Time: 3.57 minute
Sample 3 Width: 0.492 in
Sample 3 Thickness: 0.247 in
Sample 3 Area: 0.1215 in^2
Sample 3 Ultimate Strength Actual: 328 psi
Sample 3 percent elongation: 56.5 %
Sample 3 Time: 4.14 minute
Sample 4 Width: 0.492 in
Sample 4 Thickness: 0.248 in
Sample 4 Area: 0.122 in^2
Sample 4 Ultimate Strength Actual: 321.3 psi
Sample 4 percent elongation: 54.1 %
Sample 4 Time: 3.57 minute
Sample 5 Width: 0.493 in
Sample 5 Thickness: 0.245 in
Sample 5 Area: 0.128 in^2
Sample 5 Ultimate Strength Actual: 324.3 psi
Sample 5 percent elongation: 53.6 %
Sample 5 Time: 4.1 minute
Sample 6 Width: 0.497 in
Sample 6 Thickness: 0.252 in
Sample 6 Area: 0.1252 in^2
Sample 6 Ultimate Strength Actual: 347.3 psi
Sample 6 percent elongation: 57.2 %
Sample 6 Time: 4.37 minute
Sample 1 Ultimate strength: 2748.33 psi
Sample 2 Ultimate strength : 2615.7 psi
Sample 3 Ultimate strength: 2699.59 psi
Sample 4 Ultimate strength: 2633.61 psi
Sample 5 Ultimate strength: 2533.59 psi
Sample 6 Ultimate strength : 2773.96 psi
Ultimate Strength Average:2667 psi
Percent Elongation Average:55 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/22/2016