Test 2021-08-31-28-3 (ASTM D638-Dec14) Summary

Project Information
Project IdentifiersProject ID: 215681
DEA: 031G7604
EFIS: 0319000240
DIST-CO-RTE-PM03-PLA,NEV-20,80-VAR
Work DescriptionRemove, furnish and place polyester concrete overlay
Location Description03-Pla,Nev-20, 80-VAR
Sample Information
Sample Taken Date8/31/2021 Sample Unique Key28
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 testing8/31/2021
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes2 Tankers 35 Totes From where was the sample collectedSource
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byTikusis
Title of samplerTechnical Director Laboratory sample identification
The fabricator/manufacturer/facility nameKwik Bond Polymers and Polynt Transportation Laboratory (TL) NumberSacramento Caltrans lab
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypePolyester Mfg. Lot Number(s)1354783
Batch number1354783 Mix number1354783
Test Details
DIME Sample ID: 2021-08-31-28
DIME Test ID: 2021-08-31-28-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-09-30
Test Results

Number of specimens tested: 6
Input Type: Measured
Tester's full name: Vendor Results
Date of test: 09/30/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.25 in
Sample 1 Area: 0.122 in^2
Sample 1 Ultimate Strength Actual: 995.069 lbs
Sample 1 percent elongation: 22.89 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.248 in
Sample 2 Area: 0.121 in^2
Sample 2 Ultimate Strength Actual: 1001.23 lbs
Sample 2 percent elongation: 34.71 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.489 in
Sample 3 Thickness: 0.247 in
Sample 3 Area: 0.1208 in^2
Sample 3 Ultimate Strength Actual: 998.75 lbs
Sample 3 percent elongation: 31.91 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.248 in
Sample 4 Area: 0.121 in^2
Sample 4 Ultimate Strength Actual: 1001 lbs
Sample 4 percent elongation: 28.06 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.489 in
Sample 5 Thickness: 0.245 in
Sample 5 Area: 0.1198 in^2
Sample 5 Ultimate Strength Actual: 989.895 lbs
Sample 5 percent elongation: 23.6 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.488 in
Sample 6 Thickness: 0.243 in
Sample 6 Area: 0.1186 in^2
Sample 6 Ultimate Strength Actual: 983.728 lbs
Sample 6 percent elongation: 23.08 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 8156.3 psi
Sample 2 Ultimate strength : 8274.6 psi
Sample 3 Ultimate strength: 8267.8 psi
Sample 4 Ultimate strength: 8272.7 psi
Sample 5 Ultimate strength: 8262.9 psi
Sample 6 Ultimate strength : 8294.5 psi
Ultimate Strength Average:8255 psi
Percent Elongation Average:27 %
General comments (publicly viewable) (Max 1000 characters): Accepted Based on Vendor Results.

Test was verified on 09/30/2021