Summary for Test 2026-02-23-14-2

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1001246
DEA: 041Q7214
EFIS: 0423000277
DIST-CO-RTE-PM04-CC,CC,SOL-580,680,780-Var
Award Date09/25/2025
Closeout DateNot set
Work DescriptionINSTALL FIBER OPTIC CABLE SYSTEM, RAMP METERING, AND WIDEN ROADWAY.
Location DescriptionALAMEDA, CONTRA COSTA AND SOLANO COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 08/13/2025)

Sample Information

Sample Taken Date02/23/2026 Sample Unique Key14
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 testing02/25/2026
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 identification000201KBP 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)AZ6B00238
Batch NumberAZ6B00238 Mix NumberAZ6B00238
Resin Binder TypePolyester Used for OverlayYes
Used for InlayNo

Test Details

DIME Sample ID: 2026-02-23-14
DIME Test ID: 2026-02-23-14-2
Testing Lab: Future Labs, LLC
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2026-04-06

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Alex Hamilton
Date of test: 04/01/2026
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.494 in
Sample 1 Thickness: 0.138 in
Sample 1 Area: 0.0682 in^2
Sample 1 Ultimate Strength Actual: 274 lbs
Sample 1 percent elongation: 40 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.49 in
Sample 2 Thickness: 0.145 in
Sample 2 Area: 0.071 in^2
Sample 2 Ultimate Strength Actual: 288 lbs
Sample 2 percent elongation: 41 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.493 in
Sample 3 Thickness: 0.145 in
Sample 3 Area: 0.0715 in^2
Sample 3 Ultimate Strength Actual: 283 lbs
Sample 3 percent elongation: 46 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.497 in
Sample 4 Thickness: 0.144 in
Sample 4 Area: 0.0716 in^2
Sample 4 Ultimate Strength Actual: 285 lbs
Sample 4 percent elongation: 49 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.494 in
Sample 5 Thickness: 0.142 in
Sample 5 Area: 0.0701 in^2
Sample 5 Ultimate Strength Actual: 295 lbs
Sample 5 percent elongation: 55 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.491 in
Sample 6 Thickness: 0.143 in
Sample 6 Area: 0.0702 in^2
Sample 6 Ultimate Strength Actual: 294 lbs
Sample 6 percent elongation: 59 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 4017.6 psi
Sample 2 Ultimate strength : 4056.3 psi
Sample 3 Ultimate strength: 3958 psi
Sample 4 Ultimate strength: 3980.4 psi
Sample 5 Ultimate strength: 4208.3 psi
Sample 6 Ultimate strength : 4188 psi
Ultimate Strength Average: 4068 psi
Percent Elongation Average: 48 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/6/2026