Summary for Test 2025-07-16-61-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1001056
DEA: 112N2074
EFIS: 1123000286
DIST-CO-RTE-PM11-SD-54,805-Var
Award Date05/23/2025
Closeout DateNot set
Work DescriptionGRIND BRIDGE DECKS, POLYESTER CONCRETE OVERLAY, REPAIR APPROACH SLABS.
Location DescriptionSAN DIEGO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 05/30/2025)

Sample Information

Sample Taken Date07/16/2025 Sample Unique Key61
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 testing07/14/2025
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 identification25-137 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number168KBP
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)AZ5G00795
Batch numberAZ5G00795 Mix numberAZ5G00795

Test Details

DIME Sample ID: 2025-07-16-61
DIME Test ID: 2025-07-16-61-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-09-15

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 07/21/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.483 in
Sample 1 Thickness: 0.268 in
Sample 1 Area: 0.1294 in^2
Sample 1 Ultimate Strength Actual: 375 lbs
Sample 1 percent elongation: 73.6 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.263 in
Sample 2 Area: 0.127 in^2
Sample 2 Ultimate Strength Actual: 360 lbs
Sample 2 percent elongation: 71.7 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.483 in
Sample 3 Thickness: 0.263 in
Sample 3 Area: 0.127 in^2
Sample 3 Ultimate Strength Actual: 351 lbs
Sample 3 percent elongation: 69.5 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.267 in
Sample 4 Area: 0.1292 in^2
Sample 4 Ultimate Strength Actual: 361 lbs
Sample 4 percent elongation: 71.4 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.265 in
Sample 5 Area: 0.1283 in^2
Sample 5 Ultimate Strength Actual: 359 lbs
Sample 5 percent elongation: 71.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.255 in
Sample 6 Area: 0.1237 in^2
Sample 6 Ultimate Strength Actual: 355 lbs
Sample 6 percent elongation: 72.7 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2898 psi
Sample 2 Ultimate strength : 2834.6 psi
Sample 3 Ultimate strength: 2763.8 psi
Sample 4 Ultimate strength: 2794.1 psi
Sample 5 Ultimate strength: 2798.1 psi
Sample 6 Ultimate strength : 2869.8 psi
Ultimate Strength Average: 2826 psi
Percent Elongation Average: 72 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 9/15/2025