Summary for Test 2023-02-20-2-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 993717
DEA: 021J8304
EFIS: 0220000148
DIST-CO-RTE-PM02-SHA,TEH-5,36,44-VAR
Award Date06/15/2022
Closeout Date05/06/2024
Work DescriptionREINF STRUCTURAL CONC BRIDGE, APPROACH SLAB & POLYESTER CONC OVERLAY.
Location DescriptionSHASTA AND TEHAMA COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/11/2022)

Sample Information

Sample Taken Date02/20/2023 Sample Unique Key2
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 testing02/21/2023
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 identification943765 Linked DIME Sample ID943765
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

Material Information

Material TypePolyester Mfg. Lot Number(s)1456097
Batch number1456097 Mix number1456097

Test Details

DIME Sample ID: 2023-02-20-2
DIME Test ID: 2023-02-20-2-4
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: Kelly Potterf
Date of test: 02/10/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.254 in
Sample 1 Area: 0.1234 in^2
Sample 1 Ultimate Strength Actual: 395.1 lbs
Sample 1 percent elongation: 64.6 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.247 in
Sample 2 Area: 0.1203 in^2
Sample 2 Ultimate Strength Actual: 366.9 lbs
Sample 2 percent elongation: 56.8 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.255 in
Sample 3 Area: 0.1244 in^2
Sample 3 Ultimate Strength Actual: 378.7 lbs
Sample 3 percent elongation: 54 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.25 in
Sample 4 Area: 0.122 in^2
Sample 4 Ultimate Strength Actual: 394.8 lbs
Sample 4 percent elongation: 65.7 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.248 in
Sample 5 Area: 0.121 in^2
Sample 5 Ultimate Strength Actual: 366.8 lbs
Sample 5 percent elongation: 58.4 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.488 in
Sample 6 Thickness: 0.246 in
Sample 6 Area: 0.12 in^2
Sample 6 Ultimate Strength Actual: 374.4 lbs
Sample 6 percent elongation: 62.4 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3201.8 psi
Sample 2 Ultimate strength : 3049.9 psi
Sample 3 Ultimate strength: 3044.2 psi
Sample 4 Ultimate strength: 3236.1 psi
Sample 5 Ultimate strength: 3031.4 psi
Sample 6 Ultimate strength : 3120 psi
Ultimate Strength Average: 3114 psi
Percent Elongation Average: 60 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.

Test was verified on 6/30/2023