Summary for Test 2026-08-31-33-2

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 Date08/31/2026 Sample Unique Key33
Date that the sample was received by the laboratory/organization performing the testing09/01/2026 Sample typeQuality Control
A brief description of the sample1 gallon can / HFST RESIN The quantity of what the sample constitutes17 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 identification26-032
Linked DIME Sample ID The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia
Transportation Laboratory (TL) Number224KBP 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)JX6H01601
Batch NumberJX6H01601 Mix NumberJX6H01601
Resin Binder TypePolyester Used for OverlayYes
Used for InlayNo

Test Details

DIME Sample ID: 2026-08-31-33
DIME Test ID: 2026-08-31-33-2
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: 0.484 in
Sample 1 Thickness: 0.14 in
Sample 1 Area: 0.0678 in^2
Sample 1 Ultimate Strength Actual: 272 lbs
Sample 1 percent elongation: 71 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.147 in
Sample 2 Area: 0.0717 in^2
Sample 2 Ultimate Strength Actual: 288 lbs
Sample 2 percent elongation: 73 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.14 in
Sample 3 Area: 0.068 in^2
Sample 3 Ultimate Strength Actual: 215 lbs
Sample 3 percent elongation: 49 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.136 in
Sample 4 Area: 0.0664 in^2
Sample 4 Ultimate Strength Actual: 246 lbs
Sample 4 percent elongation: 65 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.489 in
Sample 5 Thickness: 0.139 in
Sample 5 Area: 0.068 in^2
Sample 5 Ultimate Strength Actual: 218 lbs
Sample 5 percent elongation: 49 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.49 in
Sample 6 Thickness: 0.135 in
Sample 6 Area: 0.0662 in^2
Sample 6 Ultimate Strength Actual: 241 lbs
Sample 6 percent elongation: 59 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 4011.8 psi
Sample 2 Ultimate strength : 4016.7 psi
Sample 3 Ultimate strength: 3161.8 psi
Sample 4 Ultimate strength: 3704.8 psi
Sample 5 Ultimate strength: 3205.9 psi
Sample 6 Ultimate strength : 3640.5 psi
Ultimate Strength Average: 3624 psi
Percent Elongation Average: 61 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 9/22/2026 ✔