Summary for Test 2026-09-16-42-2

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1002490
DEA: 042X7404
EFIS: 0425000147
DIST-CO-RTE-PM04-SCL--unknown
Award DateNot set
Closeout DateNot set
Work DescriptionCOLD PLANE, HMA(TYPE A), RHMA(OGFC) & HIGH
Location DescriptionIn SANTA CLARA COUNTY NEAR LOS GATOS FROM SANTA CLARA COUNTY LINE TO 0.1 MILE NORTH OF HEBARD ROAD
QA Service Level1 (Verified on 09/15/2026)

Sample Information

Sample Taken Date09/16/2026 Sample Unique Key42
Date that the sample was received by the laboratory/organization performing the testing09/17/2026 Sample typeQuality Control
A brief description of the sample1 gallon can / HFST RESIN The quantity of what the sample constitutes1 tanker
From where was the sample collectedSource First name of sampler or witnessed byGILBERTO
Last name of sampler or witnessed byGONZALEZ Title of samplerQuality Manager
Telephone number of sampler9259139199 Laboratory sample identification000228KBP
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)AZ6H01290
Batch NumberAZ6H01290 Mix NumberAZ6H01290
Resin Binder TypePolyester Used for OverlayYes
Used for InlayNo

Test Details

DIME Sample ID: 2026-09-16-42
DIME Test ID: 2026-09-16-42-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2026-09-30

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 09/23/2026
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.497 in
Sample 1 Thickness: 0.144 in
Sample 1 Area: 0.0716 in^2
Sample 1 Ultimate Strength Actual: 294 lbs
Sample 1 percent elongation: 43 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.496 in
Sample 2 Thickness: 0.138 in
Sample 2 Area: 0.0684 in^2
Sample 2 Ultimate Strength Actual: 284 lbs
Sample 2 percent elongation: 51 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.5 in
Sample 3 Thickness: 0.147 in
Sample 3 Area: 0.0735 in^2
Sample 3 Ultimate Strength Actual: 300 lbs
Sample 3 percent elongation: 45 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.496 in
Sample 4 Thickness: 0.141 in
Sample 4 Area: 0.0699 in^2
Sample 4 Ultimate Strength Actual: 289 lbs
Sample 4 percent elongation: 45 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.496 in
Sample 5 Thickness: 0.138 in
Sample 5 Area: 0.0684 in^2
Sample 5 Ultimate Strength Actual: 285 lbs
Sample 5 percent elongation: 49 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.495 in
Sample 6 Thickness: 0.146 in
Sample 6 Area: 0.0723 in^2
Sample 6 Ultimate Strength Actual: 299 lbs
Sample 6 percent elongation: 43 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 4106.1 psi
Sample 2 Ultimate strength : 4152 psi
Sample 3 Ultimate strength: 4081.6 psi
Sample 4 Ultimate strength: 4134.5 psi
Sample 5 Ultimate strength: 4166.7 psi
Sample 6 Ultimate strength : 4135.5 psi
Ultimate Strength Average: 4129 psi
Percent Elongation Average: 46 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.

Test was verified on 9/30/2026 ✔