Summary for Test 2025-07-11-1-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1000927
DEA: 101R7204
EFIS: 1023000209
DIST-CO-RTE-PM10-SJ-5,99-Var
Award Date05/01/2025
Closeout DateNot set
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY, TRAFFIC STRIPE, COLD PLANE, AND HMA.
Location DescriptionSAN JOAQUIN COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/18/2025)

Sample Information

Sample Taken Date07/11/2025 Sample Unique Key1
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 testing07/11/2025
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 sampler7076245467
Laboratory sample identification25-125 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number166KBP
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypePolyester Mfg. Lot Number(s)AZ5G00794
Batch numberAZ5G00794 Mix numberAZ5G00794

Test Details

DIME Sample ID: 2025-07-11-1
DIME Test ID: 2025-07-11-1-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-07-24

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 07/16/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.484 in
Sample 1 Thickness: 0.27 in
Sample 1 Area: 0.1307 in^2
Sample 1 Ultimate Strength Actual: 386 lbs
Sample 1 percent elongation: 60 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.482 in
Sample 2 Thickness: 0.265 in
Sample 2 Area: 0.1277 in^2
Sample 2 Ultimate Strength Actual: 393 lbs
Sample 2 percent elongation: 57 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.482 in
Sample 3 Thickness: 0.27 in
Sample 3 Area: 0.1301 in^2
Sample 3 Ultimate Strength Actual: 395 lbs
Sample 3 percent elongation: 61 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.265 in
Sample 4 Area: 0.1283 in^2
Sample 4 Ultimate Strength Actual: 391 lbs
Sample 4 percent elongation: 63 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.264 in
Sample 5 Area: 0.1275 in^2
Sample 5 Ultimate Strength Actual: 410 lbs
Sample 5 percent elongation: 68 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.484 in
Sample 6 Thickness: 0.272 in
Sample 6 Area: 0.1316 in^2
Sample 6 Ultimate Strength Actual: 426 lbs
Sample 6 percent elongation: 70 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2953.3 psi
Sample 2 Ultimate strength : 3077.5 psi
Sample 3 Ultimate strength: 3036.1 psi
Sample 4 Ultimate strength: 3047.5 psi
Sample 5 Ultimate strength: 3215.7 psi
Sample 6 Ultimate strength : 3237.1 psi
Ultimate Strength Average: 3095 psi
Percent Elongation Average: 63 %
General comments (publicly viewable) (Max 1000 characters): Accepted based on supplier's results.

Test was verified on 7/24/2025