Summary for Test 2023-05-29-1-2

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215150
DEA: 120P0304
EFIS: 1215000024
DIST-CO-RTE-PM12-ORA-74-11.5/16.6
Award Date11/13/2020
Closeout DateNot set
Work DescriptionPLACE HIGH FRICTION SURFACE TREATMENT, HMA & MIDWEST GUARDRAIL SYSTEM.
Location DescriptionORANGE COUNTY NEAR SAN JUAN CAPISTRANO FROM 1.0 MILE WEST OF SAN JUAN HOT SPRINGS ROAD TO ORANGE COUNTY LINE
QA Service Level1 (Verified on 12/10/2020)

Sample Information

Sample Taken Date05/29/2023 Sample Unique Key1
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 testing05/30/2023
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes2 tankers 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 sampler17076245467
Laboratory sample identification943801 Linked DIME Sample ID943801
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

Material Information

Material TypeHigh Friction Surface Treatment Mgf. Lot Number(s)1472341
Batch Number1472341 Mix Number1472341
Resin Binder TypePolyester Used for OverlayYes
Used for InlayNo

Test Details

DIME Sample ID: 2023-05-29-1
DIME Test ID: 2023-05-29-1-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-06-29

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 06/06/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.15 in
Sample 1 Thickness: 0.495 in
Sample 1 Area: 0.0743 in^2
Sample 1 Ultimate Strength Actual: 249.1 lbs
Sample 1 percent elongation: 53.4 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.139 in
Sample 2 Thickness: 0.492 in
Sample 2 Area: 0.0684 in^2
Sample 2 Ultimate Strength Actual: 248.2 lbs
Sample 2 percent elongation: 60.4 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.142 in
Sample 3 Thickness: 0.493 in
Sample 3 Area: 0.07 in^2
Sample 3 Ultimate Strength Actual: 225.5 lbs
Sample 3 percent elongation: 47.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.135 in
Sample 4 Thickness: 0.493 in
Sample 4 Area: 0.0666 in^2
Sample 4 Ultimate Strength Actual: 257 lbs
Sample 4 percent elongation: 65.4 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.142 in
Sample 5 Thickness: 0.486 in
Sample 5 Area: 0.069 in^2
Sample 5 Ultimate Strength Actual: 218.9 lbs
Sample 5 percent elongation: 47 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.138 in
Sample 6 Thickness: 0.492 in
Sample 6 Area: 0.0679 in^2
Sample 6 Ultimate Strength Actual: 231.1 lbs
Sample 6 percent elongation: 55.2 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3352.6 psi
Sample 2 Ultimate strength : 3628.7 psi
Sample 3 Ultimate strength: 3221.4 psi
Sample 4 Ultimate strength: 3858.9 psi
Sample 5 Ultimate strength: 3172.5 psi
Sample 6 Ultimate strength : 3403.5 psi
Ultimate Strength Average: 3440 psi
Percent Elongation Average: 55 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.

Test was verified on 6/29/2023