Summary for Test 2026-04-16-35-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 995256 DEA: 040Q0204 EFIS: 0418000036 |
|---|---|
| DIST-CO-RTE-PM | 04-SF-101- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Bridge Preservation |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 12/02/2024) |
Sample Information
| Sample Taken Date | 04/16/2026 | Sample Unique Key | 35 |
|---|---|---|---|
| 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 | 04/17/2026 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can / PPC 1121 RESIN |
| The quantity of what the sample constitutes | 10 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 | 925-913-9199 |
| Laboratory sample identification | 26-014 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | Transportation Laboratory (TL) Number | 210KBP |
| 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) | AZ6D00581S |
|---|---|---|---|
| Batch Number | AZ6D00581S | Mix number | AZ6D00581S |
Test Details
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DIME Sample ID: 2026-04-16-35
DIME Test ID: 2026-04-16-35-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2026-04-29
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 04/22/2026
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.484 in
Sample 1 Thickness: 0.255 in
Sample 1 Area: 0.1234 in^2
Sample 1 Ultimate Strength Actual: 367 lbs
Sample 1 percent elongation: 65.4 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.264 in
Sample 2 Area: 0.1278 in^2
Sample 2 Ultimate Strength Actual: 375 lbs
Sample 2 percent elongation: 64.2 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.483 in
Sample 3 Thickness: 0.262 in
Sample 3 Area: 0.1265 in^2
Sample 3 Ultimate Strength Actual: 420 lbs
Sample 3 percent elongation: 75.4 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.483 in
Sample 4 Thickness: 0.26 in
Sample 4 Area: 0.1256 in^2
Sample 4 Ultimate Strength Actual: 389 lbs
Sample 4 percent elongation: 70.1 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.258 in
Sample 5 Area: 0.1246 in^2
Sample 5 Ultimate Strength Actual: 355 lbs
Sample 5 percent elongation: 61.9 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.483 in
Sample 6 Thickness: 0.258 in
Sample 6 Area: 0.1246 in^2
Sample 6 Ultimate Strength Actual: 353 lbs
Sample 6 percent elongation: 62.8 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2974.1 psi
Sample 2 Ultimate strength : 2934.3 psi
Sample 3 Ultimate strength: 3320.2 psi
Sample 4 Ultimate strength: 3097.1 psi
Sample 5 Ultimate strength: 2849.1 psi
Sample 6 Ultimate strength : 2833.1 psi
Ultimate Strength Average: 3001 psi
Percent Elongation Average: 67 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.
Test was verified on 4/29/2026 ✔