Summary for Test 2024-05-16-64-3
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 | 05/16/2024 | Sample Unique Key | 64 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/17/2024 | 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 | 17076245467 | Laboratory sample identification | 000066KBP |
| Linked DIME Sample ID | 000066KBP | 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) | AZ4E00678 |
|---|---|---|---|
| Batch Number | AZ4E00678 | Mix number | AZ4E00678 |
Test Details
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DIME Sample ID: 2024-05-16-64
DIME Test ID: 2024-05-16-64-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-06-18
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 05/22/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.244 in
Sample 1 Area: 0.1188 in^2
Sample 1 Ultimate Strength Actual: 964.537 lbs
Sample 1 percent elongation: 24.4 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.251 in
Sample 2 Area: 0.1222 in^2
Sample 2 Ultimate Strength Actual: 981.999 lbs
Sample 2 percent elongation: 16.2 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.25 in
Sample 3 Area: 0.1218 in^2
Sample 3 Ultimate Strength Actual: 978.054 lbs
Sample 3 percent elongation: 16.4 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.248 in
Sample 4 Area: 0.1208 in^2
Sample 4 Ultimate Strength Actual: 973.044 lbs
Sample 4 percent elongation: 18.6 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.248 in
Sample 5 Area: 0.121 in^2
Sample 5 Ultimate Strength Actual: 976.349 lbs
Sample 5 percent elongation: 17 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.251 in
Sample 6 Area: 0.1222 in^2
Sample 6 Ultimate Strength Actual: 982.121 lbs
Sample 6 percent elongation: 15.2 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 8119 psi
Sample 2 Ultimate strength : 8036 psi
Sample 3 Ultimate strength: 8030 psi
Sample 4 Ultimate strength: 8055 psi
Sample 5 Ultimate strength: 8069 psi
Sample 6 Ultimate strength : 8037 psi
Ultimate Strength Average: 8058 psi
Percent Elongation Average: 18 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 6/18/2024 ✔