Summary for Test 2025-07-28-34-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1000139
DEA: 010L9604
EFIS: 0122000068
DIST-CO-RTE-PM01-MEN-101,253-VAR
Award Date05/02/2024
Closeout DateNot set
Work DescriptionPOLYESTER CONCRETE OVERLAY, HMA-A, COLD PLANE ASPHALT CONCRETE. (PROJECT NAME: SOUTH AREA BRIDGE 23-24)
Location DescriptionMENDOCINO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 03/07/2024)

Sample Information

Sample Taken Date07/28/2025 Sample Unique Key34
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 testing07/29/2025
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes10 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 identification000170KBP Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number25-128
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)AZ5G00892S
Batch numberAZ5G00892S Mix numberAZ5G00892S

Test Details

DIME Sample ID: 2025-07-28-34
DIME Test ID: 2025-07-28-34-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-08-13

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 08/01/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.272 in
Sample 1 Area: 0.1319 in^2
Sample 1 Ultimate Strength Actual: 386 lbs
Sample 1 percent elongation: 70.7 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.271 in
Sample 2 Area: 0.1314 in^2
Sample 2 Ultimate Strength Actual: 381 lbs
Sample 2 percent elongation: 69.4 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.272 in
Sample 3 Area: 0.1316 in^2
Sample 3 Ultimate Strength Actual: 407 lbs
Sample 3 percent elongation: 75.1 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.273 in
Sample 4 Area: 0.1321 in^2
Sample 4 Ultimate Strength Actual: 410 lbs
Sample 4 percent elongation: 75.5 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.273 in
Sample 5 Area: 0.1321 in^2
Sample 5 Ultimate Strength Actual: 364 lbs
Sample 5 percent elongation: 64.1 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.484 in
Sample 6 Thickness: 0.264 in
Sample 6 Area: 0.1278 in^2
Sample 6 Ultimate Strength Actual: 353 lbs
Sample 6 percent elongation: 64.5 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2926.5 psi
Sample 2 Ultimate strength : 2899.5 psi
Sample 3 Ultimate strength: 3092.7 psi
Sample 4 Ultimate strength: 3103.7 psi
Sample 5 Ultimate strength: 2755.5 psi
Sample 6 Ultimate strength : 2762.1 psi
Ultimate Strength Average: 2923 psi
Percent Elongation Average: 70 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.

Test was verified on 8/13/2025