Summary for Test 2025-09-17-49-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 215741 DEA: 01366004 EFIS: 0100000127 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-101-80.0/84.0 |
| Award Date | 12/29/2022 |
| Closeout Date | Not set |
| Work Description | Indianola Cutoff UC |
| Location Description | HUMBOLDT COUNTY NEAR EUREKA FROM EUREKA SLOUGH BRIDGE TO BAYSIDE CUTOFF |
| QA Service Level | 1 (Verified on 05/17/2021) |
Sample Information
| Sample Taken Date | 09/17/2025 | Sample Unique Key | 49 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/18/2025 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 18 totes |
| 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 | 25-150 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | |
| Transportation Laboratory (TL) Number | 186KBP | 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) | ET5I01511 |
|---|---|---|---|
| Batch Number | ET5I01511 | Mix number | ET5I01511 |
Test Details
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DIME Sample ID: 2025-09-17-49
DIME Test ID: 2025-09-17-49-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-09-30
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 09/24/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.484 in
Sample 1 Thickness: 0.263 in
Sample 1 Area: 0.1273 in^2
Sample 1 Ultimate Strength Actual: 391 lbs
Sample 1 percent elongation: 74 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.271 in
Sample 2 Area: 0.1309 in^2
Sample 2 Ultimate Strength Actual: 404 lbs
Sample 2 percent elongation: 74.3 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.483 in
Sample 3 Thickness: 0.26 in
Sample 3 Area: 0.1256 in^2
Sample 3 Ultimate Strength Actual: 396 lbs
Sample 3 percent elongation: 76.1 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.261 in
Sample 4 Area: 0.1263 in^2
Sample 4 Ultimate Strength Actual: 400 lbs
Sample 4 percent elongation: 76.5 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.255 in
Sample 5 Area: 0.1234 in^2
Sample 5 Ultimate Strength Actual: 388 lbs
Sample 5 percent elongation: 74.8 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.484 in
Sample 6 Thickness: 0.257 in
Sample 6 Area: 0.1244 in^2
Sample 6 Ultimate Strength Actual: 341 lbs
Sample 6 percent elongation: 63.6 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3071.5 psi
Sample 2 Ultimate strength : 3086.3 psi
Sample 3 Ultimate strength: 3152.9 psi
Sample 4 Ultimate strength: 3167.1 psi
Sample 5 Ultimate strength: 3144.2 psi
Sample 6 Ultimate strength : 2741.2 psi
Ultimate Strength Average: 3061 psi
Percent Elongation Average: 73 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.
Test was verified on 9/30/2025 ✔