Summary for Test 2025-06-04-37-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1000402
DEA: 11430384
EFIS: 1118000114
DIST-CO-RTE-PM11-SD-805-23.7/28.5
Award Date10/09/2024
Closeout DateNot set
Work DescriptionREPLACE DRAINAGE, CONCRETE PAVEMENT, AND MODIFY ELECTRICAL SYSTEMS.
Location DescriptionSAN DIEGO COUNTY IN SAN DIEGO FROM 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION TO ROUTE 5/805 SEPARATION
QA Service Level1 (Verified on 11/18/2024)

Sample Information

Sample Taken Date06/04/2025 Sample Unique Key37
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 testing06/05/2025
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes80 drums 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 identification25-019 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number164KBP
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)AZ5E00648D
Batch numberAZ5E00648D Mix numberAZ5E00648D

Test Details

DIME Sample ID: 2025-06-04-37
DIME Test ID: 2025-06-04-37-3
Testing Lab: Future Labs, LLC
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: 5
Input Type: Measured
Tester's full name: Alex Hamilton
Date of test: 07/17/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.508 in
Sample 1 Thickness: 0.227 in
Sample 1 Area: 0.1153 in^2
Sample 1 Ultimate Strength Actual: 297 lbs
Sample 1 percent elongation: 52 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.509 in
Sample 2 Thickness: 0.243 in
Sample 2 Area: 0.1237 in^2
Sample 2 Ultimate Strength Actual: 315 lbs
Sample 2 percent elongation: 51 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.509 in
Sample 3 Thickness: 0.227 in
Sample 3 Area: 0.1155 in^2
Sample 3 Ultimate Strength Actual: 300 lbs
Sample 3 percent elongation: 49 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.515 in
Sample 4 Thickness: 0.235 in
Sample 4 Area: 0.121 in^2
Sample 4 Ultimate Strength Actual: 318 lbs
Sample 4 percent elongation: 53 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.512 in
Sample 5 Thickness: 0.234 in
Sample 5 Area: 0.1198 in^2
Sample 5 Ultimate Strength Actual: 304 lbs
Sample 5 percent elongation: 50 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 2575.9 psi
Sample 2 Ultimate strength : 2546.5 psi
Sample 3 Ultimate strength: 2597.4 psi
Sample 4 Ultimate strength: 2628.1 psi
Sample 5 Ultimate strength: 2537.6 psi
Ultimate Strength Average: 2577 psi
Percent Elongation Average: 51 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/24/2025