Summary for Test 2021-03-09-17-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 215211 DEA: 051K6904 EFIS: 0518000230 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-1,101,154-VAR |
| Award Date | 11/19/2020 |
| Closeout Date | 11/15/2021 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/13/2020) |
Sample Information
| Sample Taken Date | 03/09/2021 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 03/09/2021 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 2 tankers | 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 | 707-330-9227 |
| 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) | 1317765 |
|---|---|---|---|
| Batch number | 1317765 | Mix number | 1317765 |
Test Details
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DIME Sample ID: 2021-03-09-17
DIME Test ID: 2021-03-09-17-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-05-19
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 05/19/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.492 in
Sample 1 Thickness: 0.259 in
Sample 1 Area: 0.1274 in^2
Sample 1 Ultimate Strength Actual: 357.1 lbs
Sample 1 percent elongation: 48.5 %
Sample 1 Time: 3 MM:SS
Sample 2 Width: 0.491 in
Sample 2 Thickness: 0.24 in
Sample 2 Area: 0.1178 in^2
Sample 2 Ultimate Strength Actual: 363.5 lbs
Sample 2 percent elongation: 51.2 %
Sample 2 Time: 4 MM:SS
Sample 3 Width: 0.491 in
Sample 3 Thickness: 0.243 in
Sample 3 Area: 0.1193 in^2
Sample 3 Ultimate Strength Actual: 349.4 lbs
Sample 3 percent elongation: 50.2 %
Sample 3 Time: 3 MM:SS
Sample 4 Width: 0.492 in
Sample 4 Thickness: 0.258 in
Sample 4 Area: 0.1269 in^2
Sample 4 Ultimate Strength Actual: 374.4 lbs
Sample 4 percent elongation: 41.6 %
Sample 4 Time: 3 MM:SS
Sample 5 Width: 0.491 in
Sample 5 Thickness: 0.254 in
Sample 5 Area: 0.1247 in^2
Sample 5 Ultimate Strength Actual: 381.6 lbs
Sample 5 percent elongation: 41.9 %
Sample 5 Time: 3 MM:SS
Sample 6 Width: 0.49 in
Sample 6 Thickness: 0.229 in
Sample 6 Area: 0.1122 in^2
Sample 6 Ultimate Strength Actual: 324.7 lbs
Sample 6 percent elongation: 55.6 %
Sample 6 Time: 3 MM:SS
Sample 1 Ultimate strength: 2803 psi
Sample 2 Ultimate strength : 3085.7 psi
Sample 3 Ultimate strength: 2928.8 psi
Sample 4 Ultimate strength: 2950.4 psi
Sample 5 Ultimate strength: 3060.1 psi
Sample 6 Ultimate strength : 2893.9 psi
Ultimate Strength Average: 2954 psi
Percent Elongation Average: 48 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/19/2021 ✔