Summary for Test 2021-11-10-26-2
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 214532 DEA: 07316904 EFIS: 0715000227 |
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DIST-CO-RTE-PM | 07-LA-1,2,5,10-Various |
Award Date | 01/24/2020 |
Closeout Date | 08/24/2022 |
Work Description | TUNNEL LIGHTING, MESSAGE SIGN SYSTEMS, RETAINING WALL & BUILDING WORK. |
Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 04/15/2020) |
Sample Information
Sample Taken Date | 11/10/2021 | Sample Unique Key | 26 |
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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 testing | 11/10/2021 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 1 Tanker 16 Totes | From where was the sample collected | Source |
First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Tikusis |
Title of sampler | Technical Director | Telephone number of sampler | 17073309227 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Kwik Bond Polymers and Polynt | Transportation Laboratory (TL) Number | Sacramento Caltrans lab |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Polyester | Mfg. Lot Number(s) | 1370674 |
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Batch number | 1370674 | Mix number | 1370674 |
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 ✔