Summary for Test 2025-11-06-44-2

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1000017
DEA: 042Q7004
EFIS: 0419000040
DIST-CO-RTE-PM04-CC-4-L0.0/R14.3
Award Date04/26/2024
Closeout DateNot set
Work DescriptionREPLACE ASPHALT CONCRETE SURFACING AND INSTALL MGS.
Location DescriptionCONTRA COSTA COUNTY IN HERCULES AND CONCORD FROM SAN PABLO AVENUE TO ROUTE 4/242 SEPARATION
QA Service Level1 (Verified on 01/08/2024)

Sample Information

Sample Taken Date11/06/2025 Sample Unique Key44
Date that the sample was received by the laboratory/organization performing the testing11/07/2025 Sample typeQuality Control
A brief description of the sample1 gallon can / HFST RESIN The quantity of what the sample constitutes16 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 identification000194KBP
Linked DIME Sample ID The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia
Transportation Laboratory (TL) NumberSacramento Caltrans lab Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHigh Friction Surface Treatment Mgf. Lot Number(s)AZ5J01398
Batch NumberAZ5J01398 Mix NumberAZ5J01398
Resin Binder TypePolyester Used for OverlayYes
Used for InlayNo

Test Details

DIME Sample ID: 2025-11-06-44
DIME Test ID: 2025-11-06-44-2
Testing Lab: Future Labs, LLC
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-12-05

Test Results


Number of specimens tested: 5
Input Type: Measured
Tester's full name: Alex Hamilton
Date of test: 12/05/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.2 in/min
Sample 1 Width: 0.495 in
Sample 1 Thickness: 0.125 in
Sample 1 Area: 0.0619 in^2
Sample 1 Ultimate Strength Actual: 261 lbs
Sample 1 percent elongation: 36 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.495 in
Sample 2 Thickness: 0.125 in
Sample 2 Area: 0.0619 in^2
Sample 2 Ultimate Strength Actual: 261 lbs
Sample 2 percent elongation: 61 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.499 in
Sample 3 Thickness: 0.121 in
Sample 3 Area: 0.0604 in^2
Sample 3 Ultimate Strength Actual: 261 lbs
Sample 3 percent elongation: 50 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.491 in
Sample 4 Thickness: 0.128 in
Sample 4 Area: 0.0628 in^2
Sample 4 Ultimate Strength Actual: 275 lbs
Sample 4 percent elongation: 39 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.493 in
Sample 5 Thickness: 0.12 in
Sample 5 Area: 0.0592 in^2
Sample 5 Ultimate Strength Actual: 252 lbs
Sample 5 percent elongation: 47 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 4216.5 psi
Sample 2 Ultimate strength : 4216.5 psi
Sample 3 Ultimate strength: 4321.2 psi
Sample 4 Ultimate strength: 4379 psi
Sample 5 Ultimate strength: 4256.8 psi
Ultimate Strength Average: 4278 psi
Percent Elongation Average: 47 %
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Test was verified on 12/5/2025 ✔