Summary for Test 2025-08-20-51-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1000575
DEA: 11430904
EFIS: 1119000199
DIST-CO-RTE-PM11-SD-5,805-Var
Award Date02/12/2025
Closeout DateNot set
Work DescriptionRESURFACE BRIDGE, REPLACE BRIDGE BARRIER, MGS, AND MODIFY ELECT.
Location DescriptionSAN DIEGO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/04/2025)

Sample Information

Sample Taken Date08/20/2025 Sample Unique Key51
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 testing08/27/2025
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 identification000175KBP Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number25-133
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)AZ5H01003S
Batch numberAZ5H01003S Mix numberAZ5H01003S

Test Details

DIME Sample ID: 2025-08-20-51
DIME Test ID: 2025-08-20-51-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-08-27

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 08/22/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.482 in
Sample 1 Thickness: 0.267 in
Sample 1 Area: 0.1287 in^2
Sample 1 Ultimate Strength Actual: 384 lbs
Sample 1 percent elongation: 67.4 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.265 in
Sample 2 Area: 0.1283 in^2
Sample 2 Ultimate Strength Actual: 388 lbs
Sample 2 percent elongation: 69 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.482 in
Sample 3 Thickness: 0.272 in
Sample 3 Area: 0.1311 in^2
Sample 3 Ultimate Strength Actual: 398 lbs
Sample 3 percent elongation: 69.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.483 in
Sample 4 Thickness: 0.264 in
Sample 4 Area: 0.1275 in^2
Sample 4 Ultimate Strength Actual: 389 lbs
Sample 4 percent elongation: 70.1 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.482 in
Sample 5 Thickness: 0.267 in
Sample 5 Area: 0.1287 in^2
Sample 5 Ultimate Strength Actual: 364 lbs
Sample 5 percent elongation: 61.8 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.484 in
Sample 6 Thickness: 0.267 in
Sample 6 Area: 0.1292 in^2
Sample 6 Ultimate Strength Actual: 361 lbs
Sample 6 percent elongation: 61.3 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2983.7 psi
Sample 2 Ultimate strength : 3024.2 psi
Sample 3 Ultimate strength: 3035.9 psi
Sample 4 Ultimate strength: 3051 psi
Sample 5 Ultimate strength: 2828.3 psi
Sample 6 Ultimate strength : 2794.1 psi
Ultimate Strength Average: 2953 psi
Percent Elongation Average: 67 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.

Test was verified on 8/27/2025