Test 2021-05-27-20-3 (ASTM D638-Dec14) Summary

Project Information
Project IdentifiersProject ID: 214734
DEA: 060X1804
EFIS: 0618000183
DIST-CO-RTE-PM06-KER-5,43,58,99,119-Var
Work DescriptionPOLYESTER CONCRETE, METHACRYLATE, JOINT SEALS, AND SPALL REPAIR.
Location DescriptionKERN COUNTY AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date5/27/2021 Sample Unique Key20
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 testing5/27/2021
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes8 Tankers 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)1336491
Batch number1336491 Mix number1336491
Test Details
DIME Sample ID: 2021-05-27-20
DIME Test ID: 2021-05-27-20-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-06-03
Test Results

Number of specimens tested: 6
Input Type: Measured
Tester's full name: Vendor Results
Date of test: 06/03/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.249 in
Sample 1 Area: 0.1208 in^2
Sample 1 Ultimate Strength Actual: 430.7 lbs
Sample 1 percent elongation: 69.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.251 in
Sample 2 Area: 0.1217 in^2
Sample 2 Ultimate Strength Actual: 347 lbs
Sample 2 percent elongation: 56.03 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.251 in
Sample 3 Area: 0.1217 in^2
Sample 3 Ultimate Strength Actual: 388.5 lbs
Sample 3 percent elongation: 61.41 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.251 in
Sample 4 Area: 0.1217 in^2
Sample 4 Ultimate Strength Actual: 391.9 lbs
Sample 4 percent elongation: 59.9 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.25 in
Sample 5 Area: 0.121 in^2
Sample 5 Ultimate Strength Actual: 427.3 lbs
Sample 5 percent elongation: 64.37 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.484 in
Sample 6 Thickness: 0.253 in
Sample 6 Area: 0.1225 in^2
Sample 6 Ultimate Strength Actual: 388.4 lbs
Sample 6 percent elongation: 54.1 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3565.4 psi
Sample 2 Ultimate strength : 2851.3 psi
Sample 3 Ultimate strength: 3192.3 psi
Sample 4 Ultimate strength: 3220.2 psi
Sample 5 Ultimate strength: 3531.4 psi
Sample 6 Ultimate strength : 3170.6 psi
Ultimate Strength Average:3255 psi
Percent Elongation Average:61 %
General comments (publicly viewable) (Max 1000 characters): Accepted Based on Supplier Results

Test was verified on 06/03/2021