Summary for Test 2022-09-12-66-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 993869
DEA: 061E1904
EFIS: 0621000224
DIST-CO-RTE-PM06-FRE,TUL-41,137,168-Var
Award Date07/21/2022
Closeout Date02/26/2024
Work DescriptionBRIDGE DECK SURFACING AND POLYESTER CONCRETE OVERLAY.
Location DescriptionFRESNO AND TULARE COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 06/06/2022)

Sample Information

Sample Taken Date09/12/2022 Sample Unique Key66
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 testing09/14/2022
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes21 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 identification943758 Linked DIME Sample ID943758
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 TypePolyester Mfg. Lot Number(s)1428611
Batch number1428611 Mix number1428611

Test Details

DIME Sample ID: 2022-09-12-66
DIME Test ID: 2022-09-12-66-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-03-29

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 09/16/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.258 in
Sample 1 Area: 0.1256 in^2
Sample 1 Ultimate Strength Actual: 413 lbs
Sample 1 percent elongation: 60.4 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.255 in
Sample 2 Area: 0.1242 in^2
Sample 2 Ultimate Strength Actual: 432.3 lbs
Sample 2 percent elongation: 66 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.254 in
Sample 3 Area: 0.1237 in^2
Sample 3 Ultimate Strength Actual: 438.8 lbs
Sample 3 percent elongation: 68 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.255 in
Sample 4 Area: 0.1239 in^2
Sample 4 Ultimate Strength Actual: 413.5 lbs
Sample 4 percent elongation: 52.63 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.255 in
Sample 5 Area: 0.1242 in^2
Sample 5 Ultimate Strength Actual: 466.9 lbs
Sample 5 percent elongation: 72.4 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.255 in
Sample 6 Area: 0.1242 in^2
Sample 6 Ultimate Strength Actual: 416.6 lbs
Sample 6 percent elongation: 63.7 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3288.2 psi
Sample 2 Ultimate strength : 3480.7 psi
Sample 3 Ultimate strength: 3547.3 psi
Sample 4 Ultimate strength: 3337.4 psi
Sample 5 Ultimate strength: 3759.3 psi
Sample 6 Ultimate strength : 3354.3 psi
Ultimate Strength Average: 3461 psi
Percent Elongation Average: 64 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 3/29/2023