Summary for Test 2023-09-21-69-3
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 | 09/21/2023 | Sample Unique Key | 69 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/22/2023 | 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 | 000013KBP |
| Linked DIME Sample ID | 000013KBP | 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) | 1490917 |
|---|---|---|---|
| Batch Number | 1490917 | Mix number | 1490917 |
Test Details
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DIME Sample ID: 2023-09-21-69
DIME Test ID: 2023-09-21-69-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-11-13
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 09/26/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.254 in
Sample 1 Area: 0.124 in^2
Sample 1 Ultimate Strength Actual: 916.484 lbs
Sample 1 percent elongation: 21.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.255 in
Sample 2 Area: 0.1244 in^2
Sample 2 Ultimate Strength Actual: 926.282 lbs
Sample 2 percent elongation: 19 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.258 in
Sample 3 Area: 0.1259 in^2
Sample 3 Ultimate Strength Actual: 937.2 lbs
Sample 3 percent elongation: 24.3 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.254 in
Sample 4 Area: 0.124 in^2
Sample 4 Ultimate Strength Actual: 930.62 lbs
Sample 4 percent elongation: 17.7 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.253 in
Sample 5 Area: 0.1235 in^2
Sample 5 Ultimate Strength Actual: 922.669 lbs
Sample 5 percent elongation: 21.8 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.488 in
Sample 6 Thickness: 0.253 in
Sample 6 Area: 0.1235 in^2
Sample 6 Ultimate Strength Actual: 927238 lbs
Sample 6 percent elongation: 20.4 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 7391 psi
Sample 2 Ultimate strength : 7446 psi
Sample 3 Ultimate strength: 7444 psi
Sample 4 Ultimate strength: 7505 psi
Sample 5 Ultimate strength: 7471 psi
Sample 6 Ultimate strength : 7508000 psi
Ultimate Strength Average: 1257540 psi
Percent Elongation Average: 21 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 11/13/2023 ✔