Summary for Test 2026-03-26-36-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 994673 DEA: 033F0704 EFIS: 0312000054 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-51-2.0/3.5 |
| Award Date | 08/17/2023 |
| Closeout Date | Not set |
| Work Description | American River Bridge Rehabilitation |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/15/2023) |
Sample Information
| Sample Taken Date | 03/26/2026 | Sample Unique Key | 36 |
|---|---|---|---|
| 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 | 03/27/2026 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can / PPC 1121 RESIN |
| The quantity of what the sample constitutes | 34 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 | 925-913-9199 |
| Laboratory sample identification | 26-009 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | Transportation Laboratory (TL) Number | 204KBP |
| 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) | AZ6C00450T |
|---|---|---|---|
| Batch Number | AZ6C00450T | Mix number | AZ6C00450T |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2026-03-26-36
DIME Test ID: 2026-03-26-36-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2026-04-09
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 04/02/2026
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.27 in
Sample 1 Area: 0.131 in^2
Sample 1 Ultimate Strength Actual: 396 lbs
Sample 1 percent elongation: 64.8 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.273 in
Sample 2 Area: 0.1321 in^2
Sample 2 Ultimate Strength Actual: 413 lbs
Sample 2 percent elongation: 69.9 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.273 in
Sample 3 Area: 0.1324 in^2
Sample 3 Ultimate Strength Actual: 406 lbs
Sample 3 percent elongation: 67.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.278 in
Sample 4 Area: 0.1351 in^2
Sample 4 Ultimate Strength Actual: 403 lbs
Sample 4 percent elongation: 64.6 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.485 in
Sample 5 Thickness: 0.282 in
Sample 5 Area: 0.1368 in^2
Sample 5 Ultimate Strength Actual: 420 lbs
Sample 5 percent elongation: 68.6 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.278 in
Sample 6 Area: 0.1351 in^2
Sample 6 Ultimate Strength Actual: 404 lbs
Sample 6 percent elongation: 65.4 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3022.9 psi
Sample 2 Ultimate strength : 3126.4 psi
Sample 3 Ultimate strength: 3066.5 psi
Sample 4 Ultimate strength: 2983 psi
Sample 5 Ultimate strength: 3070.2 psi
Sample 6 Ultimate strength : 2990.4 psi
Ultimate Strength Average: 3043 psi
Percent Elongation Average: 67 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.
Test was verified on 4/9/2026 ✔