Summary for Test 2026-02-05-24-2

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1001369
DEA: 010K1504
EFIS: 0120000035
DIST-CO-RTE-PM01-HUM-101-125.2/R126.1
Award DateNot set
Closeout DateNot set
Work DescriptionEARTHWORK, HMA-A, DRAINAGE, AND HIGH FRICTION SURFACE TREATMENT.
Location DescriptionHUMBOLDT COUNTY NEAR ORICK FROM 0.9 MILE SOUTH TO SOUTH PRAIRIE CREEK PARK UNDERCROSSING
QA Service Level1 (Verified on 07/08/2025)

Sample Information

Sample Taken Date02/05/2026 Sample Unique Key24
Date that the sample was received by the laboratory/organization performing the testing02/16/2026 Sample typeQuality Control
A brief description of the sample1 gallon can / HFST RESIN The quantity of what the sample constitutes32 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 sampler925-913-9199 Laboratory sample identification26-002
Linked DIME Sample ID The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia
Transportation Laboratory (TL) Number198KBP 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)AZ6A00140T
Batch NumberAZ6A00140T Mix NumberAZ6A00140T
Resin Binder TypePolyester Used for OverlayYes
Used for InlayNo

Test Details

DIME Sample ID: 2026-02-05-24
DIME Test ID: 2026-02-05-24-2
Testing Lab: Future Labs, LLC
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2026-03-12

Test Results


Number of specimens tested: 5
Input Type: Measured
Tester's full name: Alex Hamilton
Date of test: 02/27/2026
Conditioning procedure: 40/25/50+77
Speed of testing: 0.2 in/min
Sample 1 Width: 0.496 in
Sample 1 Thickness: 0.126 in
Sample 1 Area: 0.0625 in^2
Sample 1 Ultimate Strength Actual: 192 lbs
Sample 1 percent elongation: 40 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.496 in
Sample 2 Thickness: 0.126 in
Sample 2 Area: 0.0625 in^2
Sample 2 Ultimate Strength Actual: 223 lbs
Sample 2 percent elongation: 68 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.496 in
Sample 3 Thickness: 0.118 in
Sample 3 Area: 0.0585 in^2
Sample 3 Ultimate Strength Actual: 189 lbs
Sample 3 percent elongation: 47 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.495 in
Sample 4 Thickness: 0.127 in
Sample 4 Area: 0.0629 in^2
Sample 4 Ultimate Strength Actual: 223 lbs
Sample 4 percent elongation: 54 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.497 in
Sample 5 Thickness: 0.127 in
Sample 5 Area: 0.0631 in^2
Sample 5 Ultimate Strength Actual: 271 lbs
Sample 5 percent elongation: 75 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3072 psi
Sample 2 Ultimate strength : 3568 psi
Sample 3 Ultimate strength: 3230.8 psi
Sample 4 Ultimate strength: 3545.3 psi
Sample 5 Ultimate strength: 4294.8 psi
Ultimate Strength Average: 3542 psi
Percent Elongation Average: 57 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/12/2026 ✔