Summary for Test 2025-09-15-28-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215741
DEA: 01366004
EFIS: 0100000127
DIST-CO-RTE-PM01-HUM-101-80.0/84.0
Award Date12/29/2022
Closeout DateNot set
Work DescriptionIndianola Cutoff UC
Location DescriptionHUMBOLDT COUNTY NEAR EUREKA FROM EUREKA SLOUGH BRIDGE TO BAYSIDE CUTOFF
QA Service Level1 (Verified on 05/17/2021)

Sample Information

Sample Taken Date09/15/2025 Sample Unique Key28
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 testing09/16/2025
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes18 totes 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 identification25-149 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number185KBP
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)ET5I01509
Batch numberET5I01509 Mix numberET5I01509

Test Details

DIME Sample ID: 2025-09-15-28
DIME Test ID: 2025-09-15-28-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-09-30

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 09/17/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.483 in
Sample 1 Thickness: 0.269 in
Sample 1 Area: 0.1299 in^2
Sample 1 Ultimate Strength Actual: 369 lbs
Sample 1 percent elongation: 75.3 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.273 in
Sample 2 Area: 0.1319 in^2
Sample 2 Ultimate Strength Actual: 381 lbs
Sample 2 percent elongation: 76.8 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.267 in
Sample 3 Area: 0.1292 in^2
Sample 3 Ultimate Strength Actual: 364 lbs
Sample 3 percent elongation: 74.6 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.275 in
Sample 4 Area: 0.1331 in^2
Sample 4 Ultimate Strength Actual: 365 lbs
Sample 4 percent elongation: 73.4 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.264 in
Sample 5 Area: 0.1275 in^2
Sample 5 Ultimate Strength Actual: 336 lbs
Sample 5 percent elongation: 69.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.482 in
Sample 6 Thickness: 0.267 in
Sample 6 Area: 0.1287 in^2
Sample 6 Ultimate Strength Actual: 368 lbs
Sample 6 percent elongation: 75.5 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2840.6 psi
Sample 2 Ultimate strength : 2888.6 psi
Sample 3 Ultimate strength: 2817.3 psi
Sample 4 Ultimate strength: 2742.3 psi
Sample 5 Ultimate strength: 2635.3 psi
Sample 6 Ultimate strength : 2859.4 psi
Ultimate Strength Average: 2797 psi
Percent Elongation Average: 74 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 9/30/2025