Summary for Test 2025-09-30-41-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1001147
DEA: 070W9804
EFIS: 0723000221
DIST-CO-RTE-PM07-VEN-1,33,101-Var
Award Date06/10/2025
Closeout DateNot set
Work DescriptionTREAT BRIDGE DECK, REPAIR JOINT SEALS, AND REPAIR SLOPE.
Location DescriptionVENTURA COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 07/01/2025)

Sample Information

Sample Taken Date09/30/2025 Sample Unique Key41
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 testing10/01/2025
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 identification25-154 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number190KBP
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)AZ5I01173S
Batch numberAZ5I01173S Mix numberAZ5I01173S

Test Details

DIME Sample ID: 2025-09-30-41
DIME Test ID: 2025-09-30-41-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-10-08

Test Results


Number of specimens tested: 5
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 10/03/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.483 in
Sample 1 Thickness: 0.254 in
Sample 1 Area: 0.1227 in^2
Sample 1 Ultimate Strength Actual: 350 lbs
Sample 1 percent elongation: 68.4 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.261 in
Sample 2 Area: 0.1266 in^2
Sample 2 Ultimate Strength Actual: 358 lbs
Sample 2 percent elongation: 69.8 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.483 in
Sample 3 Thickness: 0.26 in
Sample 3 Area: 0.1256 in^2
Sample 3 Ultimate Strength Actual: 358 lbs
Sample 3 percent elongation: 70.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.245 in
Sample 4 Area: 0.1186 in^2
Sample 4 Ultimate Strength Actual: 361 lbs
Sample 4 percent elongation: 75.9 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.248 in
Sample 5 Area: 0.1198 in^2
Sample 5 Ultimate Strength Actual: 366 lbs
Sample 5 percent elongation: 76.3 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 2852.5 psi
Sample 2 Ultimate strength : 2827.8 psi
Sample 3 Ultimate strength: 2850.3 psi
Sample 4 Ultimate strength: 3043.8 psi
Sample 5 Ultimate strength: 3055.1 psi
Ultimate Strength Average: 2926 psi
Percent Elongation Average: 72 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 10/8/2025