Summary for Test 2021-06-23-8-2
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 214532 DEA: 07316904 EFIS: 0715000227 |
|---|---|
| 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 | 06/23/2021 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 06/23/2021 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 32 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 | 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) | 1341215 |
|---|---|---|---|
| Batch number | 1341215 | Mix number | 1341215 |
Test Details
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DIME Sample ID: 2021-06-23-8
DIME Test ID: 2021-06-23-8-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-07-09
Test Results
Number of specimens tested: 5
Input Type: Measured
Tester's full name: Daniel Tikusis
Date of test: 06/25/2021
Conditioning procedure: 40/25/50
Speed of testing: 0.45 in/min
Sample 1 Width: 0.5 in
Sample 1 Thickness: 0.128 in
Sample 1 Area: 0.064 in^2
Sample 1 Ultimate Strength Actual: 264.506 lbs
Sample 1 percent elongation: 37.3 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.5 in
Sample 2 Thickness: 0.125 in
Sample 2 Area: 0.0625 in^2
Sample 2 Ultimate Strength Actual: 242.974 lbs
Sample 2 percent elongation: 48.9 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.5 in
Sample 3 Thickness: 0.13 in
Sample 3 Area: 0.065 in^2
Sample 3 Ultimate Strength Actual: 253.108 lbs
Sample 3 percent elongation: 51.8 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.5 in
Sample 4 Thickness: 0.129 in
Sample 4 Area: 0.0645 in^2
Sample 4 Ultimate Strength Actual: 281.98 lbs
Sample 4 percent elongation: 54.6 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.5 in
Sample 5 Thickness: 0.129 in
Sample 5 Area: 0.0645 in^2
Sample 5 Ultimate Strength Actual: 267.899 lbs
Sample 5 percent elongation: 53.5 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 4132.9 psi
Sample 2 Ultimate strength : 3887.6 psi
Sample 3 Ultimate strength: 3894 psi
Sample 4 Ultimate strength: 4371.8 psi
Sample 5 Ultimate strength: 4153.5 psi
Ultimate Strength Average: 4088 psi
Percent Elongation Average: 49 %
General comments (publicly viewable) (Max 1000 characters): Accepted based on supplier's results.
Test was verified on 7/9/2021 ✔