Summary for Test 2022-10-19-27-3

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 Date10/19/2022 Sample Unique Key27
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 testing10/19/2022
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes8 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 identification943751 Linked DIME Sample ID943751
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)1435729
Batch number1435729 Mix number1435729

Test Details

DIME Sample ID: 2022-10-19-27
DIME Test ID: 2022-10-19-27-3
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: 03/29/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.254 in
Sample 1 Area: 0.1232 in^2
Sample 1 Ultimate Strength Actual: 422.2 lbs
Sample 1 percent elongation: 51.6 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.249 in
Sample 2 Area: 0.1208 in^2
Sample 2 Ultimate Strength Actual: 428.8 lbs
Sample 2 percent elongation: 50.6 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.25 in
Sample 3 Area: 0.1218 in^2
Sample 3 Ultimate Strength Actual: 425.2 lbs
Sample 3 percent elongation: 56 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.242 in
Sample 4 Area: 0.1176 in^2
Sample 4 Ultimate Strength Actual: 411.7 lbs
Sample 4 percent elongation: 58.9 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.242 in
Sample 5 Area: 0.1176 in^2
Sample 5 Ultimate Strength Actual: 416.6 lbs
Sample 5 percent elongation: 63.5 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.243 in
Sample 6 Area: 0.1181 in^2
Sample 6 Ultimate Strength Actual: 416.3 lbs
Sample 6 percent elongation: 63.9 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3426.9 psi
Sample 2 Ultimate strength : 3549.7 psi
Sample 3 Ultimate strength: 3491 psi
Sample 4 Ultimate strength: 3500.9 psi
Sample 5 Ultimate strength: 3542.5 psi
Sample 6 Ultimate strength : 3525 psi
Ultimate Strength Average: 3506 psi
Percent Elongation Average: 57 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 3/29/2023