Summary for Test 2025-08-27-61-2

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 Date08/27/2025 Sample Unique Key61
Date that the sample was received by the laboratory/organization performing the testing08/28/2025 Sample typeQuality Control
A brief description of the sample1 gallon can HFST Resin The quantity of what the sample constitutes21 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 identification000178KBP
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)AZ5H01066
Batch NumberAZ5H01066 Mix NumberAZ5H01066
Resin Binder TypePolyester Used for OverlayYes
Used for InlayNo

Test Details

DIME Sample ID: 2025-08-27-61
DIME Test ID: 2025-08-27-61-2
Testing Lab: Future Labs, LLC
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-10-15

Test Results


Number of specimens tested: 5
Input Type: Measured
Tester's full name: Alex Hamilton
Date of test: 10/10/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.483 in
Sample 1 Thickness: 0.137 in
Sample 1 Area: 0.0662 in^2
Sample 1 Ultimate Strength Actual: 209 lbs
Sample 1 percent elongation: 49 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.127 in
Sample 2 Area: 0.0617 in^2
Sample 2 Ultimate Strength Actual: 211 lbs
Sample 2 percent elongation: 63 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.133 in
Sample 3 Area: 0.0649 in^2
Sample 3 Ultimate Strength Actual: 196 lbs
Sample 3 percent elongation: 43 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.137 in
Sample 4 Area: 0.0666 in^2
Sample 4 Ultimate Strength Actual: 262 lbs
Sample 4 percent elongation: 71 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.131 in
Sample 5 Area: 0.0633 in^2
Sample 5 Ultimate Strength Actual: 235 lbs
Sample 5 percent elongation: 72 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3157.1 psi
Sample 2 Ultimate strength : 3419.8 psi
Sample 3 Ultimate strength: 3020 psi
Sample 4 Ultimate strength: 3933.9 psi
Sample 5 Ultimate strength: 3712.5 psi
Ultimate Strength Average: 3449 psi
Percent Elongation Average: 60 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/15/2025 ✔