Summary for Test 2023-05-30-25-2

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994289
DEA: 042Q2504
EFIS: 0418000442
DIST-CO-RTE-PM04-ALA-80,580,680-Various
Award Date12/13/2022
Closeout Date08/13/2024
Work DescriptionHIGH FRICTION SURFACE TREATMENT.
Location DescriptionALAMEDA COUNTY ON ROUTE 80,580 AND 680 AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 10/14/2022)

Sample Information

Sample Taken Date05/30/2023 Sample Unique Key25
Date that the sample was received by the laboratory/organization performing the testing05/31/2023 Sample typeQuality Control
A brief description of the sample1 gallon can The quantity of what the sample constitutes32 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 sampler17076245467 Laboratory sample identification943802
Linked DIME Sample ID943802 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
Bid ItemNot set

Material Information

Material TypeHigh Friction Surface Treatment Mgf. Lot Number(s)1472348
Batch Number1472348 Mix Number1472348
Resin Binder TypePolyester Used for OverlayYes
Used for InlayNo

Test Details

DIME Sample ID: 2023-05-30-25
DIME Test ID: 2023-05-30-25-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-06-28

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: 0.145 in
Sample 1 Thickness: 0.485 in
Sample 1 Area: 0.0703 in^2
Sample 1 Ultimate Strength Actual: 261.7 lbs
Sample 1 percent elongation: 61.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.149 in
Sample 2 Thickness: 0.487 in
Sample 2 Area: 0.0726 in^2
Sample 2 Ultimate Strength Actual: 282.3 lbs
Sample 2 percent elongation: 66.7 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.148 in
Sample 3 Thickness: 0.486 in
Sample 3 Area: 0.0719 in^2
Sample 3 Ultimate Strength Actual: 277.7 lbs
Sample 3 percent elongation: 65.9 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.145 in
Sample 4 Thickness: 0.487 in
Sample 4 Area: 0.0706 in^2
Sample 4 Ultimate Strength Actual: 255.9 lbs
Sample 4 percent elongation: 61.4 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.142 in
Sample 5 Thickness: 0.493 in
Sample 5 Area: 0.07 in^2
Sample 5 Ultimate Strength Actual: 229 lbs
Sample 5 percent elongation: 48.4 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.152 in
Sample 6 Thickness: 0.485 in
Sample 6 Area: 0.0737 in^2
Sample 6 Ultimate Strength Actual: 252.5 lbs
Sample 6 percent elongation: 55.9 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3722.6 psi
Sample 2 Ultimate strength : 3888.4 psi
Sample 3 Ultimate strength: 3862.3 psi
Sample 4 Ultimate strength: 3624.6 psi
Sample 5 Ultimate strength: 3271.4 psi
Sample 6 Ultimate strength : 3426.1 psi
Ultimate Strength Average: 3633 psi
Percent Elongation Average: 60 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.

Test was verified on 6/28/2023 ✔