Summary for Test 2023-04-27-58-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994392
DEA: 043W5704
EFIS: 0421000389
DIST-CO-RTE-PM04-SON-12,101,128-Var
Award Date12/28/2022
Closeout Date12/08/2023
Work DescriptionPOLYESTER CONCRETE OVERLAY.
Location DescriptionSONOMA COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 01/13/2023)

Sample Information

Sample Taken Date04/27/2023 Sample Unique Key58
Date that the sample was received by the laboratory/organization performing the testing04/28/2023 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 byGilberto
Last name of sampler or witnessed byGonzalez Title of samplerQuality Control Manager
Telephone number of sampler17076245467 Laboratory sample identification943773
Linked DIME Sample ID943773 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 TypePolyester Mfg. Lot Number(s)1468396
Batch Number1468396 Mix number1468396

Test Details

DIME Sample ID: 2023-04-27-58
DIME Test ID: 2023-04-27-58-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-07-17

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 05/02/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.257 in
Sample 1 Area: 0.1254 in^2
Sample 1 Ultimate Strength Actual: 442.8 lbs
Sample 1 percent elongation: 64.8 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.254 in
Sample 2 Area: 0.124 in^2
Sample 2 Ultimate Strength Actual: 445.5 lbs
Sample 2 percent elongation: 67 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.25 in
Sample 3 Area: 0.122 in^2
Sample 3 Ultimate Strength Actual: 437.2 lbs
Sample 3 percent elongation: 48.9 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.248 in
Sample 4 Area: 0.121 in^2
Sample 4 Ultimate Strength Actual: 432.6 lbs
Sample 4 percent elongation: 63.4 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.256 in
Sample 5 Area: 0.1249 in^2
Sample 5 Ultimate Strength Actual: 446.6 lbs
Sample 5 percent elongation: 61.6 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.251 in
Sample 6 Area: 0.1222 in^2
Sample 6 Ultimate Strength Actual: 435.9 lbs
Sample 6 percent elongation: 57.5 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3531.1 psi
Sample 2 Ultimate strength : 3592.7 psi
Sample 3 Ultimate strength: 3583.6 psi
Sample 4 Ultimate strength: 3575.2 psi
Sample 5 Ultimate strength: 3575.7 psi
Sample 6 Ultimate strength : 3567.1 psi
Ultimate Strength Average: 3571 psi
Percent Elongation Average: 61 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.

Test was verified on 7/17/2023 ✔