Summary for Test 2022-02-09-22-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215634
DEA: 074W8004
EFIS: 0719000298
DIST-CO-RTE-PM07-VEN-33,101,118-Var
Award Date05/21/2021
Closeout Date12/01/2023
Work DescriptionFURNISH AND PLACE POLYESTER CONCRETE OVERLAY ON BRIDGE DECK.
Location DescriptionVENTURA COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 08/02/2021)

Sample Information

Sample Taken Date02/09/2022 Sample Unique Key22
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 testing02/09/2022
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes36 Totes From where was the sample collectedSource
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byTikusis
Title of samplerTechnical Director Telephone number of sampler17073309227
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers and Polynt 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 TypePolyester Mfg. Lot Number(s)1385498
Batch number1385498 Mix number1385498

Test Details

DIME Sample ID: 2022-02-09-22
DIME Test ID: 2022-02-09-22-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-03-11

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Kelly Potterf
Date of test: 02/16/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.25 in
Sample 1 Thickness: 0.49 in
Sample 1 Area: 0.1225 in^2
Sample 1 Ultimate Strength Actual: 344 lbs
Sample 1 percent elongation: 51.8 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.25 in
Sample 2 Thickness: 0.49 in
Sample 2 Area: 0.1225 in^2
Sample 2 Ultimate Strength Actual: 374 lbs
Sample 2 percent elongation: 64.6 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.25 in
Sample 3 Thickness: 0.49 in
Sample 3 Area: 0.1225 in^2
Sample 3 Ultimate Strength Actual: 341 lbs
Sample 3 percent elongation: 54 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.25 in
Sample 4 Thickness: 0.49 in
Sample 4 Area: 0.1225 in^2
Sample 4 Ultimate Strength Actual: 392 lbs
Sample 4 percent elongation: 68.5 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.25 in
Sample 5 Thickness: 0.49 in
Sample 5 Area: 0.1225 in^2
Sample 5 Ultimate Strength Actual: 364 lbs
Sample 5 percent elongation: 61.4 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.25 in
Sample 6 Thickness: 0.49 in
Sample 6 Area: 0.1225 in^2
Sample 6 Ultimate Strength Actual: 380 lbs
Sample 6 percent elongation: 65.8 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2808.2 psi
Sample 2 Ultimate strength : 3053.1 psi
Sample 3 Ultimate strength: 2783.7 psi
Sample 4 Ultimate strength: 3200 psi
Sample 5 Ultimate strength: 2971.4 psi
Sample 6 Ultimate strength : 3102 psi
Ultimate Strength Average: 2986 psi
Percent Elongation Average: 61 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 3/11/2022