Summary for Test 2023-07-05-37-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 993778
DEA: 042W5404
EFIS: 0421000234
DIST-CO-RTE-PM04-MRN-101-4.0/4.6
Award Date06/21/2022
Closeout Date02/16/2024
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY.
Location DescriptionMARIN COUNTY NEAR SAUSALITO FROM 0.7 MILE NORTH OF WALDO UNDERCROSSING TO 0.2 MILE SOUTH OF FRONTAGE ROAD
QA Service Level1 (Verified on 05/19/2022)

Sample Information

Sample Taken Date07/05/2023 Sample Unique Key37
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 testing07/06/2023
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes10 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 sampler17076245467
Laboratory sample identification943811 Linked DIME Sample ID943811
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)1479352
Batch number1479352 Mix number1479352

Test Details

DIME Sample ID: 2023-07-05-37
DIME Test ID: 2023-07-05-37-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-10-18

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 07/11/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.262 in
Sample 1 Area: 0.1279 in^2
Sample 1 Ultimate Strength Actual: 399 lbs
Sample 1 percent elongation: 55.7 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.252 in
Sample 2 Area: 0.123 in^2
Sample 2 Ultimate Strength Actual: 393 lbs
Sample 2 percent elongation: 53.4 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.253 in
Sample 3 Area: 0.1235 in^2
Sample 3 Ultimate Strength Actual: 390 lbs
Sample 3 percent elongation: 58.6 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.253 in
Sample 4 Area: 0.1232 in^2
Sample 4 Ultimate Strength Actual: 391 lbs
Sample 4 percent elongation: 57.2 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.249 in
Sample 5 Area: 0.1213 in^2
Sample 5 Ultimate Strength Actual: 385 lbs
Sample 5 percent elongation: 56.7 %
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: 422 lbs
Sample 6 percent elongation: 66.2 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3119.6 psi
Sample 2 Ultimate strength : 3195.1 psi
Sample 3 Ultimate strength: 3157.9 psi
Sample 4 Ultimate strength: 3173.7 psi
Sample 5 Ultimate strength: 3173.9 psi
Sample 6 Ultimate strength : 3397.7 psi
Ultimate Strength Average: 3203 psi
Percent Elongation Average: 58 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 10/18/2023