Summary for Test 2022-05-31-17-2

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 993271
DEA: 11430604
EFIS: 1119000026
DIST-CO-RTE-PM11-SD-8,805-5.6/17.4
Award Date11/16/2021
Closeout DateNot set
Work DescriptionINSTALL HIGH FRICTION SURFACE TREATMENT
Location DescriptionFOR CONSTRUCTION ON STATE HIGHWAY IN SAN DIEGO COUNTY IN SAN DIEGO ON ROUTE 8 AT ROUTE 15/8 SEPARATION AND ON ROUTE 805 AT NORTHBOUND 805 TO EASTBOUND 8 CONNECTOR
QA Service Level1 (Verified on 04/08/2022)

Sample Information

Sample Taken Date05/31/2022 Sample Unique Key17
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 testing06/01/2022
Sample typeQuality Assurance 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 sampler7076245467
Laboratory sample identification943113 Linked DIME Sample ID943113
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)1408521
Batch Number1408521 Mix Number1408521
Resin Binder TypePolyester Used for OverlayYes
Used for InlayNo

Test Details

DIME Sample ID: 2022-05-31-17
DIME Test ID: 2022-05-31-17-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-06-09

Test Results


Number of specimens tested: 5
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 06/08/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.143 in
Sample 1 Thickness: 0.492 in
Sample 1 Area: 0.0704 in^2
Sample 1 Ultimate Strength Actual: 250.4 lbs
Sample 1 percent elongation: 47.2 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.145 in
Sample 2 Thickness: 0.495 in
Sample 2 Area: 0.0718 in^2
Sample 2 Ultimate Strength Actual: 256 lbs
Sample 2 percent elongation: 44.7 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.147 in
Sample 3 Thickness: 0.496 in
Sample 3 Area: 0.0729 in^2
Sample 3 Ultimate Strength Actual: 256.7 lbs
Sample 3 percent elongation: 43.5 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.139 in
Sample 4 Thickness: 0.493 in
Sample 4 Area: 0.0685 in^2
Sample 4 Ultimate Strength Actual: 240.3 lbs
Sample 4 percent elongation: 43.8 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.13 in
Sample 5 Thickness: 0.493 in
Sample 5 Area: 0.0641 in^2
Sample 5 Ultimate Strength Actual: 234 lbs
Sample 5 percent elongation: 45.6 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3556.8 psi
Sample 2 Ultimate strength : 3565.5 psi
Sample 3 Ultimate strength: 3521.3 psi
Sample 4 Ultimate strength: 3508 psi
Sample 5 Ultimate strength: 3650.5 psi
Ultimate Strength Average: 3560 psi
Percent Elongation Average: 45 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 6/9/2022