Summary for Test 2024-02-20-5-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994732
DEA: 043Q5004
EFIS: 0419000218
DIST-CO-RTE-PM04-ALA-580,980-Var
Award Date06/21/2023
Closeout DateNot set
Work DescriptionPOLYESTER CONCRETE OVERLAY, HMA (TYPE A), & SOIL DENSIFICATION.
Location DescriptionALAMEDA COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 05/10/2023)

Sample Information

Sample Taken Date02/20/2024 Sample Unique Key5
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 testing02/21/2024
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes2 tankers From where was the sample collectedSource
First name of sampler or witnessed byGILBERTO Last name of sampler or witnessed byGONZALEZ
Title of samplerQuality Control Manager Telephone number of sampler17076245467
Laboratory sample identification000037KBP Linked DIME Sample ID000037KBP
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia 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)AZ4B00198
Batch numberAZ4B00198 Mix numberAZ4B00198

Test Details

DIME Sample ID: 2024-02-20-5
DIME Test ID: 2024-02-20-5-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-03-19

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 02/23/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.259 in
Sample 1 Area: 0.1259 in^2
Sample 1 Ultimate Strength Actual: 414.211 lbs
Sample 1 percent elongation: 73 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.27 in
Sample 2 Area: 0.131 in^2
Sample 2 Ultimate Strength Actual: 402.956 lbs
Sample 2 percent elongation: 67 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.271 in
Sample 3 Area: 0.1314 in^2
Sample 3 Ultimate Strength Actual: 402.741 lbs
Sample 3 percent elongation: 67 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.272 in
Sample 4 Area: 0.1322 in^2
Sample 4 Ultimate Strength Actual: 406.118 lbs
Sample 4 percent elongation: 67.4 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.266 in
Sample 5 Area: 0.1293 in^2
Sample 5 Ultimate Strength Actual: 394.236 lbs
Sample 5 percent elongation: 65.6 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.264 in
Sample 6 Area: 0.128 in^2
Sample 6 Ultimate Strength Actual: 384.768 lbs
Sample 6 percent elongation: 55.5 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3290 psi
Sample 2 Ultimate strength : 3076 psi
Sample 3 Ultimate strength: 3065 psi
Sample 4 Ultimate strength: 3072 psi
Sample 5 Ultimate strength: 3049 psi
Sample 6 Ultimate strength : 3006 psi
Ultimate Strength Average: 3093 psi
Percent Elongation Average: 66 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendors Results

Test was verified on 3/19/2024