Summary for Test 2026-08-28-29-2

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 Date08/28/2026 Sample Unique Key29
Date that the sample was received by the laboratory/organization performing the testing08/31/2026 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 Control Manager
Telephone number of sampler925-913-9199 Laboratory sample identification26-031
Linked DIME Sample ID The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia
Transportation Laboratory (TL) Number225KBP 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)AZ6H01265
Batch NumberAZ6H01265 Mix NumberAZ6H01265
Resin Binder TypePolyester Used for OverlayYes
Used for InlayNo

Test Details

DIME Sample ID: 2026-08-28-29
DIME Test ID: 2026-08-28-29-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2026-09-22

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 09/03/2026
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.499 in
Sample 1 Thickness: 0.142 in
Sample 1 Area: 0.0709 in^2
Sample 1 Ultimate Strength Actual: 238 lbs
Sample 1 percent elongation: 40 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.497 in
Sample 2 Thickness: 0.145 in
Sample 2 Area: 0.0721 in^2
Sample 2 Ultimate Strength Actual: 258 lbs
Sample 2 percent elongation: 49 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.496 in
Sample 3 Thickness: 0.133 in
Sample 3 Area: 0.066 in^2
Sample 3 Ultimate Strength Actual: 247 lbs
Sample 3 percent elongation: 54 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.495 in
Sample 4 Thickness: 0.143 in
Sample 4 Area: 0.0708 in^2
Sample 4 Ultimate Strength Actual: 254 lbs
Sample 4 percent elongation: 51 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.497 in
Sample 5 Thickness: 0.144 in
Sample 5 Area: 0.0716 in^2
Sample 5 Ultimate Strength Actual: 243 lbs
Sample 5 percent elongation: 40 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.499 in
Sample 6 Thickness: 0.136 in
Sample 6 Area: 0.0679 in^2
Sample 6 Ultimate Strength Actual: 232 lbs
Sample 6 percent elongation: 43 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3356.8 psi
Sample 2 Ultimate strength : 3578.4 psi
Sample 3 Ultimate strength: 3742.4 psi
Sample 4 Ultimate strength: 3587.6 psi
Sample 5 Ultimate strength: 3393.9 psi
Sample 6 Ultimate strength : 3416.8 psi
Ultimate Strength Average: 3513 psi
Percent Elongation Average: 46 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 9/22/2026 ✔