Summary for Test 2026-04-22-35-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1001218
DEA: 010M9604
EFIS: 0123000106
DIST-CO-RTE-PM01-MEN-101,271-Var
Award Date06/23/2025
Closeout DateNot set
Work DescriptionPOLYESTER CONCRETE OVERLAY, HMA, & COLD PLANE AC PAVEMENT.
Location DescriptionMENDOCINO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 05/05/2025)

Sample Information

Sample Taken Date04/22/2026 Sample Unique Key35
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 testing04/24/2026
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes35 Totes 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 sampler925-913-9199
Laboratory sample identification26-016 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number212KBP
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)AZ6D00632T
Batch NumberAZ6D00632T Mix numberAZ6D00632T

Test Details

DIME Sample ID: 2026-04-22-35
DIME Test ID: 2026-04-22-35-4
Testing Lab: Future Labs, LLC
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2026-06-01

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Alex Hamilton
Date of test: 05/28/2026
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.504 in
Sample 1 Thickness: 0.24 in
Sample 1 Area: 0.121 in^2
Sample 1 Ultimate Strength Actual: 350 lbs
Sample 1 percent elongation: 60 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.514 in
Sample 2 Thickness: 0.22 in
Sample 2 Area: 0.1131 in^2
Sample 2 Ultimate Strength Actual: 326 lbs
Sample 2 percent elongation: 63 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.513 in
Sample 3 Thickness: 0.249 in
Sample 3 Area: 0.1277 in^2
Sample 3 Ultimate Strength Actual: 361 lbs
Sample 3 percent elongation: 59 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.517 in
Sample 4 Thickness: 0.237 in
Sample 4 Area: 0.1225 in^2
Sample 4 Ultimate Strength Actual: 363 lbs
Sample 4 percent elongation: 62 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.507 in
Sample 5 Thickness: 0.225 in
Sample 5 Area: 0.1141 in^2
Sample 5 Ultimate Strength Actual: 324 lbs
Sample 5 percent elongation: 60 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.503 in
Sample 6 Thickness: 0.235 in
Sample 6 Area: 0.1182 in^2
Sample 6 Ultimate Strength Actual: 350 lbs
Sample 6 percent elongation: 61 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2892.6 psi
Sample 2 Ultimate strength : 2882.4 psi
Sample 3 Ultimate strength: 2826.9 psi
Sample 4 Ultimate strength: 2963.3 psi
Sample 5 Ultimate strength: 2839.6 psi
Sample 6 Ultimate strength : 2961.1 psi
Ultimate Strength Average: 2894 psi
Percent Elongation Average: 61 %
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Test was verified on 6/1/2026