Summary for Test 2021-11-10-26-2

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 214532
DEA: 07316904
EFIS: 0715000227
DIST-CO-RTE-PM07-LA-1,2,5,10-Various
Award Date01/24/2020
Closeout Date08/24/2022
Work DescriptionTUNNEL LIGHTING, MESSAGE SIGN SYSTEMS, RETAINING WALL & BUILDING WORK.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/15/2020)

Sample Information

Sample Taken Date11/10/2021 Sample Unique Key26
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 testing11/10/2021
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes1 Tanker 16 Totes From where was the sample collectedSource
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byTikusis
Title of samplerTechnical Director Telephone number of sampler17073309227
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers and Polynt 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)1370674
Batch number1370674 Mix number1370674

Test Details

DIME Sample ID: 2021-11-10-26
DIME Test ID: 2021-11-10-26-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-12-03

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 11/15/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.494 in
Sample 1 Thickness: 0.144 in
Sample 1 Area: 0.0711 in^2
Sample 1 Ultimate Strength Actual: 245.4 lbs
Sample 1 percent elongation: 51.34 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.494 in
Sample 2 Thickness: 0.143 in
Sample 2 Area: 0.0706 in^2
Sample 2 Ultimate Strength Actual: 228.2 lbs
Sample 2 percent elongation: 42.29 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.49 in
Sample 3 Thickness: 0.162 in
Sample 3 Area: 0.0794 in^2
Sample 3 Ultimate Strength Actual: 271.9 lbs
Sample 3 percent elongation: 51.97 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.189 in
Sample 4 Area: 0.0917 in^2
Sample 4 Ultimate Strength Actual: 291.7 lbs
Sample 4 percent elongation: 45.03 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.485 in
Sample 5 Thickness: 0.158 in
Sample 5 Area: 0.0766 in^2
Sample 5 Ultimate Strength Actual: 245.4 lbs
Sample 5 percent elongation: 41.94 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.163 in
Sample 6 Area: 0.0792 in^2
Sample 6 Ultimate Strength Actual: 248.2 lbs
Sample 6 percent elongation: 40.42 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3451.5 psi
Sample 2 Ultimate strength : 3232.3 psi
Sample 3 Ultimate strength: 3424.4 psi
Sample 4 Ultimate strength: 3181 psi
Sample 5 Ultimate strength: 3203.7 psi
Sample 6 Ultimate strength : 3133.8 psi
Ultimate Strength Average: 3271 psi
Percent Elongation Average: 45 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor results.

Test was verified on 12/3/2021