Summary for Test 2025-10-15-31-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 1000731 DEA: 042Q4404 EFIS: 0419000013 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-121-6.5,8.4 |
| Award Date | 04/07/2025 |
| Closeout Date | Not set |
| Work Description | REMOVE BR AND AC SURF, CONSTRUCT BR DECK, RAILING AND POLYESTER CONC. |
| Location Description | SONOMA COUNTY NEAR SONOMA AT YELLOW CREEK BRIDGE AND AT ARROYO SECO BRIDGE |
| QA Service Level | 1 (Verified on 10/16/2024) |
Sample Information
| Sample Taken Date | 10/15/2025 | Sample Unique Key | 31 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/16/2025 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 Resin | The quantity of what the sample constitutes | 35 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 | 000192KBP |
| Linked DIME Sample ID | 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) | AZ5J01273T |
|---|---|---|---|
| Batch Number | AZ5J01273T | Mix number | AZ5J01273T |
Test Details
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DIME Sample ID: 2025-10-15-31
DIME Test ID: 2025-10-15-31-4
Testing Lab: WSP USA - San Diego
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-12-04
Test Results
Number of specimens tested: 5
Input Type: Measured
Tester's full name: Alex Hamilton
Date of test: 12/03/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.508 in
Sample 1 Thickness: 0.23 in
Sample 1 Area: 0.1168 in^2
Sample 1 Ultimate Strength Actual: 364 lbs
Sample 1 percent elongation: 56 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.51 in
Sample 2 Thickness: 0.237 in
Sample 2 Area: 0.1209 in^2
Sample 2 Ultimate Strength Actual: 400 lbs
Sample 2 percent elongation: 61 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.51 in
Sample 3 Thickness: 0.256 in
Sample 3 Area: 0.1306 in^2
Sample 3 Ultimate Strength Actual: 412 lbs
Sample 3 percent elongation: 57 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.51 in
Sample 4 Thickness: 0.262 in
Sample 4 Area: 0.1336 in^2
Sample 4 Ultimate Strength Actual: 414 lbs
Sample 4 percent elongation: 53 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.509 in
Sample 5 Thickness: 0.235 in
Sample 5 Area: 0.1196 in^2
Sample 5 Ultimate Strength Actual: 362 lbs
Sample 5 percent elongation: 50 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3116.4 psi
Sample 2 Ultimate strength : 3308.5 psi
Sample 3 Ultimate strength: 3154.7 psi
Sample 4 Ultimate strength: 3098.8 psi
Sample 5 Ultimate strength: 3026.8 psi
Ultimate Strength Average: 3141 psi
Percent Elongation Average: 55 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/4/2025 ✔