Summary for Test 2022-11-29-30-3

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 Date11/29/2022 Sample Unique Key30
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 testing11/30/2022
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes2 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 identification943763 Linked DIME Sample ID943763
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)1442581
Batch number1442581 Mix number1442581

Test Details

DIME Sample ID: 2022-11-29-30
DIME Test ID: 2022-11-29-30-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-06-30

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 12/07/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.251 in
Sample 1 Area: 0.122 in^2
Sample 1 Ultimate Strength Actual: 397.1 lbs
Sample 1 percent elongation: 64.5 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.243 in
Sample 2 Area: 0.1186 in^2
Sample 2 Ultimate Strength Actual: 383.7 lbs
Sample 2 percent elongation: 58.6 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.242 in
Sample 3 Area: 0.1181 in^2
Sample 3 Ultimate Strength Actual: 380.5 lbs
Sample 3 percent elongation: 61.9 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.246 in
Sample 4 Area: 0.1198 in^2
Sample 4 Ultimate Strength Actual: 384 lbs
Sample 4 percent elongation: 59.6 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.242 in
Sample 5 Area: 0.1179 in^2
Sample 5 Ultimate Strength Actual: 380 lbs
Sample 5 percent elongation: 62.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.245 in
Sample 6 Area: 0.1193 in^2
Sample 6 Ultimate Strength Actual: 386.9 lbs
Sample 6 percent elongation: 64.2 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3254.9 psi
Sample 2 Ultimate strength : 3235.2 psi
Sample 3 Ultimate strength: 3221.8 psi
Sample 4 Ultimate strength: 3205.3 psi
Sample 5 Ultimate strength: 3223.1 psi
Sample 6 Ultimate strength : 3243.1 psi
Ultimate Strength Average: 3231 psi
Percent Elongation Average: 62 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.

Test was verified on 6/30/2023