Summary for Test 2023-09-29-33-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 995100 DEA: 030L2604 EFIS: 0324000072 |
|---|---|
| DIST-CO-RTE-PM | 03-NEV-80-0/16.5 |
| Award Date | 08/11/2023 |
| Closeout Date | 04/09/2025 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/28/2023) |
Sample Information
| Sample Taken Date | 09/29/2023 | Sample Unique Key | 33 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/02/2023 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / 9800 RESIN | 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 | 7076245467 | Laboratory sample identification | 000020KBP |
| Linked DIME Sample ID | 000020KBP | 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 | ||
| Bid Item | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1492254 |
|---|---|---|---|
| Batch Number | 1492254 | Mix number | 1492254 |
Test Details
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DIME Sample ID: 2023-09-29-33
DIME Test ID: 2023-09-29-33-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-11-08
Test Results
Number of specimens tested: 5
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 10/04/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.246 in
Sample 1 Area: 0.12 in^2
Sample 1 Ultimate Strength Actual: 1036 lbs
Sample 1 percent elongation: 19.6 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.251 in
Sample 2 Area: 0.1225 in^2
Sample 2 Ultimate Strength Actual: 1056 lbs
Sample 2 percent elongation: 19.8 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.251 in
Sample 3 Area: 0.1225 in^2
Sample 3 Ultimate Strength Actual: 1056 lbs
Sample 3 percent elongation: 18.6 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.259 in
Sample 4 Area: 0.1264 in^2
Sample 4 Ultimate Strength Actual: 1090 lbs
Sample 4 percent elongation: 17 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.258 in
Sample 5 Area: 0.1256 in^2
Sample 5 Ultimate Strength Actual: 1092 lbs
Sample 5 percent elongation: 17.3 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 8633.3 psi
Sample 2 Ultimate strength : 8620.4 psi
Sample 3 Ultimate strength: 8620.4 psi
Sample 4 Ultimate strength: 8623.4 psi
Sample 5 Ultimate strength: 8694.3 psi
Ultimate Strength Average: 8638 psi
Percent Elongation Average: 18 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.
Test was verified on 11/8/2023 ✔