Summary for Test 2025-10-09-42-4

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 Date10/09/2025 Sample Unique Key42
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 testing10/10/2025
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes10 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 identification25-155 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number191KBP
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)AZ5J01229S
Batch numberAZ5J01229S Mix numberAZ5J01229S

Test Details

DIME Sample ID: 2025-10-09-42
DIME Test ID: 2025-10-09-42-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-10-22

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 10/15/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.484 in
Sample 1 Thickness: 0.257 in
Sample 1 Area: 0.1244 in^2
Sample 1 Ultimate Strength Actual: 346 lbs
Sample 1 percent elongation: 62.7 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.262 in
Sample 2 Area: 0.1268 in^2
Sample 2 Ultimate Strength Actual: 389 lbs
Sample 2 percent elongation: 72.5 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.26 in
Sample 3 Area: 0.1258 in^2
Sample 3 Ultimate Strength Actual: 399 lbs
Sample 3 percent elongation: 75 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.26 in
Sample 4 Area: 0.1258 in^2
Sample 4 Ultimate Strength Actual: 379 lbs
Sample 4 percent elongation: 69.6 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.254 in
Sample 5 Area: 0.1227 in^2
Sample 5 Ultimate Strength Actual: 411 lbs
Sample 5 percent elongation: 77.9 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.484 in
Sample 6 Thickness: 0.266 in
Sample 6 Area: 0.1287 in^2
Sample 6 Ultimate Strength Actual: 410 lbs
Sample 6 percent elongation: 75.1 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2781.4 psi
Sample 2 Ultimate strength : 3067.8 psi
Sample 3 Ultimate strength: 3171.7 psi
Sample 4 Ultimate strength: 3012.7 psi
Sample 5 Ultimate strength: 3349.6 psi
Sample 6 Ultimate strength : 3185.7 psi
Ultimate Strength Average: 3095 psi
Percent Elongation Average: 72 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 10/22/2025