Summary for Test 2023-10-06-32-3
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 | 10/06/2023 | Sample Unique Key | 32 |
|---|---|---|---|
| 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 | 10/09/2023 |
| 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 | 17076245467 |
| Laboratory sample identification | 000023KBP | Linked DIME Sample ID | 000023KBP |
| 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) | AZ3J00010 |
|---|---|---|---|
| Batch number | AZ3J00010 | Mix number | AZ3J00010 |
Test Details
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DIME Sample ID: 2023-10-06-32
DIME Test ID: 2023-10-06-32-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-11-15
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 10/11/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.489 in
Sample 1 Thickness: 0.244 in
Sample 1 Area: 0.1193 in^2
Sample 1 Ultimate Strength Actual: 966.211 lbs
Sample 1 percent elongation: 29.2 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.489 in
Sample 2 Thickness: 0.241 in
Sample 2 Area: 0.1178 in^2
Sample 2 Ultimate Strength Actual: 954.769 lbs
Sample 2 percent elongation: 29.3 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.489 in
Sample 3 Thickness: 0.246 in
Sample 3 Area: 0.1203 in^2
Sample 3 Ultimate Strength Actual: 974.31 lbs
Sample 3 percent elongation: 22 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.489 in
Sample 4 Thickness: 0.246 in
Sample 4 Area: 0.1203 in^2
Sample 4 Ultimate Strength Actual: 974.904 lbs
Sample 4 percent elongation: 20.7 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.49 in
Sample 5 Thickness: 0.241 in
Sample 5 Area: 0.1181 in^2
Sample 5 Ultimate Strength Actual: 956.61 lbs
Sample 5 percent elongation: 19.2 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.489 in
Sample 6 Thickness: 0.243 in
Sample 6 Area: 0.1188 in^2
Sample 6 Ultimate Strength Actual: 961.092 lbs
Sample 6 percent elongation: 20.8 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 8099 psi
Sample 2 Ultimate strength : 8105 psi
Sample 3 Ultimate strength: 8099 psi
Sample 4 Ultimate strength: 8103.9 psi
Sample 5 Ultimate strength: 8100 psi
Sample 6 Ultimate strength : 8090 psi
Ultimate Strength Average: 8099 psi
Percent Elongation Average: 24 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendors Results
Test was verified on 11/15/2023 ✔