Summary for Test 2025-09-05-39-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1000514
DEA: 043Y5904
EFIS: 0423000264
DIST-CO-RTE-PM04-CC-680,680-1.47/24.26
Award Date05/23/2025
Closeout DateNot set
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY, GRIND BRIDGE DECK, AND PAVE SLOPE.
Location DescriptionCONTRA COSTA COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 08/13/2024)

Sample Information

Sample Taken Date09/05/2025 Sample Unique Key39
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 testing09/08/2025
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 identification25-143 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number182 KBP
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)AZ5H01113
Batch numberAZ5H01113 Mix numberAZ5H01113

Test Details

DIME Sample ID: 2025-09-05-39
DIME Test ID: 2025-09-05-39-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-09-18

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 09/10/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.484 in
Sample 1 Thickness: 0.253 in
Sample 1 Area: 0.1225 in^2
Sample 1 Ultimate Strength Actual: 417 lbs
Sample 1 percent elongation: 75.8 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.251 in
Sample 2 Area: 0.1215 in^2
Sample 2 Ultimate Strength Actual: 409 lbs
Sample 2 percent elongation: 75.5 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.254 in
Sample 3 Area: 0.1229 in^2
Sample 3 Ultimate Strength Actual: 361 lbs
Sample 3 percent elongation: 63.3 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.483 in
Sample 4 Thickness: 0.242 in
Sample 4 Area: 0.1169 in^2
Sample 4 Ultimate Strength Actual: 351 lbs
Sample 4 percent elongation: 64.5 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.248 in
Sample 5 Area: 0.1198 in^2
Sample 5 Ultimate Strength Actual: 383 lbs
Sample 5 percent elongation: 71.8 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.248 in
Sample 6 Area: 0.1203 in^2
Sample 6 Ultimate Strength Actual: 365 lbs
Sample 6 percent elongation: 67.3 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3404.1 psi
Sample 2 Ultimate strength : 3366.3 psi
Sample 3 Ultimate strength: 2937.3 psi
Sample 4 Ultimate strength: 3002.6 psi
Sample 5 Ultimate strength: 3197 psi
Sample 6 Ultimate strength : 3034.1 psi
Ultimate Strength Average: 3157 psi
Percent Elongation Average: 70 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 9/18/2025