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

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1000995
DEA: 081P0904
EFIS: 0823000090
DIST-CO-RTE-PM08-RIV-15,91-Var
Award Date05/09/2025
Closeout DateNot set
Work DescriptionFURNISH AND PLACE POLYESTER CONCRETE OVERLAY, & JOINT SEAL.
Location DescriptionRIVERSIDE COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/07/2025)

Sample Information

Sample Taken Date07/07/2025 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 testing07/07/2025
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 identification000167KBP Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number25-124
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)AZ5F00775
Batch numberAZ5F00775 Mix numberAZ5F00775

Test Details

DIME Sample ID: 2025-07-07-34
DIME Test ID: 2025-07-07-34-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-07-24

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 07/14/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.483 in
Sample 1 Thickness: 0.258 in
Sample 1 Area: 0.1246 in^2
Sample 1 Ultimate Strength Actual: 334 lbs
Sample 1 percent elongation: 71 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.256 in
Sample 2 Area: 0.1236 in^2
Sample 2 Ultimate Strength Actual: 331 lbs
Sample 2 percent elongation: 71 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.483 in
Sample 3 Thickness: 0.258 in
Sample 3 Area: 0.1246 in^2
Sample 3 Ultimate Strength Actual: 355 lbs
Sample 3 percent elongation: 77 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.483 in
Sample 4 Thickness: 0.247 in
Sample 4 Area: 0.1193 in^2
Sample 4 Ultimate Strength Actual: 316 lbs
Sample 4 percent elongation: 69 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.25 in
Sample 5 Area: 0.1208 in^2
Sample 5 Ultimate Strength Actual: 345 lbs
Sample 5 percent elongation: 76 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.483 in
Sample 6 Thickness: 0.254 in
Sample 6 Area: 0.1227 in^2
Sample 6 Ultimate Strength Actual: 347 lbs
Sample 6 percent elongation: 76 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2680.6 psi
Sample 2 Ultimate strength : 2678 psi
Sample 3 Ultimate strength: 2849.1 psi
Sample 4 Ultimate strength: 2648.8 psi
Sample 5 Ultimate strength: 2856 psi
Sample 6 Ultimate strength : 2828 psi
Ultimate Strength Average: 2757 psi
Percent Elongation Average: 73 %
General comments (publicly viewable) (Max 1000 characters): Accepted based on supplier's results.

Test was verified on 7/24/2025