Summary for Test 2023-02-21-42-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 215800 DEA: 051N9704 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-8.4/8.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Transient Encampment Removal |
| Location Description | Summerand Cliffs |
| QA Service Level | 1 (Verified on 06/21/2021) |
Sample Information
| Sample Taken Date | 02/21/2023 | Sample Unique Key | 42 |
|---|---|---|---|
| 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 | 02/23/2023 |
| 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 | Gilberto | Last name of sampler or witnessed by | Gonzalez |
| Title of sampler | Quality Control Manager | Telephone number of sampler | 17076245467 |
| Laboratory sample identification | 943766 | Linked DIME Sample ID | 943766 |
| The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | 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) | 1456098 |
|---|---|---|---|
| Batch number | 1456098 | Mix number | 1456098 |
Test Details
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DIME Sample ID: 2023-02-21-42
DIME Test ID: 2023-02-21-42-4
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: Linda Bergstrom
Date of test: 03/13/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.253 in
Sample 1 Area: 0.1235 in^2
Sample 1 Ultimate Strength Actual: 452.6 lbs
Sample 1 percent elongation: 37.9 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.259 in
Sample 2 Area: 0.1261 in^2
Sample 2 Ultimate Strength Actual: 460.1 lbs
Sample 2 percent elongation: 38.5 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.267 in
Sample 3 Area: 0.13 in^2
Sample 3 Ultimate Strength Actual: 472.7 lbs
Sample 3 percent elongation: 38 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.258 in
Sample 4 Area: 0.1259 in^2
Sample 4 Ultimate Strength Actual: 460.8 lbs
Sample 4 percent elongation: 39.2 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.253 in
Sample 5 Area: 0.1232 in^2
Sample 5 Ultimate Strength Actual: 453.5 lbs
Sample 5 percent elongation: 38.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.261 in
Sample 6 Area: 0.1271 in^2
Sample 6 Ultimate Strength Actual: 468.6 lbs
Sample 6 percent elongation: 39.2 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3664.8 psi
Sample 2 Ultimate strength : 3648.7 psi
Sample 3 Ultimate strength: 3636.2 psi
Sample 4 Ultimate strength: 3660 psi
Sample 5 Ultimate strength: 3681 psi
Sample 6 Ultimate strength : 3686.9 psi
Ultimate Strength Average: 3663 psi
Percent Elongation Average: 39 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.
Test was verified on 6/30/2023 ✔