Summary for Test 2025-09-10-49-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215349
DEA: 081C0824
EFIS: 0816000087
DIST-CO-RTE-PM08-RIV-10-R104.9/R134.2
Award Date03/24/2021
Closeout Date01/06/2025
Work DescriptionPLACE HMA (TYPE A), JPCP AND IMPORTED BORROW.
Location DescriptionRIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC
QA Service Level1 (Verified on 03/01/2021)

Sample Information

Sample Taken Date09/10/2025 Sample Unique Key49
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 testing09/11/2025
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 identification25-147 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number184KBP
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)AZ5H01115
Batch numberAZ5H01115 Mix numberAZ5H01115

Test Details

DIME Sample ID: 2025-09-10-49
DIME Test ID: 2025-09-10-49-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-09-23

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 09/15/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.484 in
Sample 1 Thickness: 0.272 in
Sample 1 Area: 0.1316 in^2
Sample 1 Ultimate Strength Actual: 389 lbs
Sample 1 percent elongation: 71.7 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.482 in
Sample 2 Thickness: 0.258 in
Sample 2 Area: 0.1244 in^2
Sample 2 Ultimate Strength Actual: 398 lbs
Sample 2 percent elongation: 77 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.482 in
Sample 3 Thickness: 0.267 in
Sample 3 Area: 0.1287 in^2
Sample 3 Ultimate Strength Actual: 391 lbs
Sample 3 percent elongation: 73.6 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.482 in
Sample 4 Thickness: 0.267 in
Sample 4 Area: 0.1287 in^2
Sample 4 Ultimate Strength Actual: 350 lbs
Sample 4 percent elongation: 63.6 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.482 in
Sample 5 Thickness: 0.271 in
Sample 5 Area: 0.1306 in^2
Sample 5 Ultimate Strength Actual: 412 lbs
Sample 5 percent elongation: 76.5 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.483 in
Sample 6 Thickness: 0.256 in
Sample 6 Area: 0.1236 in^2
Sample 6 Ultimate Strength Actual: 395 lbs
Sample 6 percent elongation: 77.8 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2955.9 psi
Sample 2 Ultimate strength : 3199.4 psi
Sample 3 Ultimate strength: 3038.1 psi
Sample 4 Ultimate strength: 2719.5 psi
Sample 5 Ultimate strength: 3154.7 psi
Sample 6 Ultimate strength : 3195.8 psi
Ultimate Strength Average: 3044 psi
Percent Elongation Average: 73 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 9/23/2025