Summary for Test 2023-07-27-52-2

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215666
DEA: 11430564
EFIS: 1119000015
DIST-CO-RTE-PM11-SD-67-R6.0/24.4
Award Date03/01/2022
Closeout DateNot set
Work DescriptionCOLD PLANE, RHMA OVERLAY AND HFST, AND INSTALL CHANNELIZERS.
Location DescriptionSAN DIEGO COUNTY NEAR LAKESIDE AND RAMONA FROM 0.2 MILE NORTH OF SAN DIEGO RIVER BRIDGE TO ROUTE 78
QA Service Level1 (Verified on 07/06/2021)

Sample Information

Sample Taken Date07/27/2023 Sample Unique Key52
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 testing07/28/2023
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 identification943818 Linked DIME Sample ID943818
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)1482072
Batch Number1482072 Mix Number1482072
Resin Binder TypePolyester Used for OverlayYes
Used for InlayNo

Test Details

DIME Sample ID: 2023-07-27-52
DIME Test ID: 2023-07-27-52-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-10-12

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 08/02/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.49 in
Sample 1 Thickness: 0.133 in
Sample 1 Area: 0.0652 in^2
Sample 1 Ultimate Strength Actual: 243.1 lbs
Sample 1 percent elongation: 48.856 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.49 in
Sample 2 Thickness: 0.138 in
Sample 2 Area: 0.0676 in^2
Sample 2 Ultimate Strength Actual: 251.5 lbs
Sample 2 percent elongation: 48.052 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.49 in
Sample 3 Thickness: 0.132 in
Sample 3 Area: 0.0647 in^2
Sample 3 Ultimate Strength Actual: 247.4 lbs
Sample 3 percent elongation: 53.203 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.49 in
Sample 4 Thickness: 0.132 in
Sample 4 Area: 0.0647 in^2
Sample 4 Ultimate Strength Actual: 254.3 lbs
Sample 4 percent elongation: 54.793 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.489 in
Sample 5 Thickness: 0.135 in
Sample 5 Area: 0.066 in^2
Sample 5 Ultimate Strength Actual: 233.9 lbs
Sample 5 percent elongation: 44.351 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.483 in
Sample 6 Thickness: 0.133 in
Sample 6 Area: 0.0642 in^2
Sample 6 Ultimate Strength Actual: 270.4 lbs
Sample 6 percent elongation: 60.757 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3728.5 psi
Sample 2 Ultimate strength : 3720.4 psi
Sample 3 Ultimate strength: 3823.8 psi
Sample 4 Ultimate strength: 3930.4 psi
Sample 5 Ultimate strength: 3543.9 psi
Sample 6 Ultimate strength : 4211.8 psi
Ultimate Strength Average: 3826 psi
Percent Elongation Average: 52 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 10/12/2023