Summary for Test 2022-08-24-29-3

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 Date08/24/2022 Sample Unique Key29
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 testing08/25/2022
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 sampler707-624-5467
Laboratory sample identification943122 Linked DIME Sample ID943122
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)1425453
Batch number1425453 Mix number1425453

Test Details

DIME Sample ID: 2022-08-24-29
DIME Test ID: 2022-08-24-29-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-10-10

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Ryan Crawford
Date of test: 10/10/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.49 in
Sample 1 Thickness: 0.23 in
Sample 1 Area: 0.1127 in^2
Sample 1 Ultimate Strength Actual: 2833 lbs
Sample 1 percent elongation: 53.6 %
Sample 1 Time: 3 MM:SS
Sample 2 Width: 0.489 in
Sample 2 Thickness: 0.225 in
Sample 2 Area: 0.11 in^2
Sample 2 Ultimate Strength Actual: 2757 lbs
Sample 2 percent elongation: 54.2 %
Sample 2 Time: 3 MM:SS
Sample 3 Width: 0.489 in
Sample 3 Thickness: 0.241 in
Sample 3 Area: 0.1178 in^2
Sample 3 Ultimate Strength Actual: 3027 lbs
Sample 3 percent elongation: 56.5 %
Sample 3 Time: 4 MM:SS
Sample 4 Width: 0.489 in
Sample 4 Thickness: 0.225 in
Sample 4 Area: 0.11 in^2
Sample 4 Ultimate Strength Actual: 2955 lbs
Sample 4 percent elongation: 53.8 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.238 in
Sample 5 Area: 0.1161 in^2
Sample 5 Ultimate Strength Actual: 2707 lbs
Sample 5 percent elongation: 42.8 %
Sample 5 Time: 3 MM:SS
Sample 6 Width: 0.49 in
Sample 6 Thickness: 0.249 in
Sample 6 Area: 0.122 in^2
Sample 6 Ultimate Strength Actual: 2802 lbs
Sample 6 percent elongation: 42.8 %
Sample 6 Time: 3 MM:SS
Sample 1 Ultimate strength: 25137.5 psi
Sample 2 Ultimate strength : 25063.6 psi
Sample 3 Ultimate strength: 25696.1 psi
Sample 4 Ultimate strength: 26863.6 psi
Sample 5 Ultimate strength: 23316.1 psi
Sample 6 Ultimate strength : 22967.2 psi
Ultimate Strength Average: 24841 psi
Percent Elongation Average: 51 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/10/2022