Summary for Test 2025-07-24-52-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 210978 DEA: 020H3604 EFIS: 0215000057 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-5,32-VAR |
| Award Date | 01/06/2016 |
| Closeout Date | 06/28/2017 |
| Work Description | BRIDGE MAINTENANCE |
| Location Description | BRIDGE MAINTENANCE |
| QA Service Level | 1 (Verified on 02/17/2016) |
Sample Information
| Sample Taken Date | 07/24/2025 | Sample Unique Key | 52 |
|---|---|---|---|
| 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 | 07/28/2025 |
| 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 | 7076245467 |
| Laboratory sample identification | 000171KBP | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | Transportation Laboratory (TL) Number | 25-127 |
| 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) | AZ5G00893T |
|---|---|---|---|
| Batch number | AZ5G00893T | Mix number | AZ5G00893T |
Test Details
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DIME Sample ID: 2025-07-24-52
DIME Test ID: 2025-07-24-52-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-08-13
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 07/31/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.484 in
Sample 1 Thickness: 0.264 in
Sample 1 Area: 0.1278 in^2
Sample 1 Ultimate Strength Actual: 372 lbs
Sample 1 percent elongation: 73.5 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.255 in
Sample 2 Area: 0.1234 in^2
Sample 2 Ultimate Strength Actual: 367 lbs
Sample 2 percent elongation: 73.7 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.259 in
Sample 3 Area: 0.1254 in^2
Sample 3 Ultimate Strength Actual: 372 lbs
Sample 3 percent elongation: 74.6 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.259 in
Sample 4 Area: 0.1254 in^2
Sample 4 Ultimate Strength Actual: 326 lbs
Sample 4 percent elongation: 60.3 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.256 in
Sample 5 Area: 0.1239 in^2
Sample 5 Ultimate Strength Actual: 350 lbs
Sample 5 percent elongation: 69.2 %
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: 370 lbs
Sample 6 percent elongation: 73.1 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2910.8 psi
Sample 2 Ultimate strength : 2974.1 psi
Sample 3 Ultimate strength: 2966.5 psi
Sample 4 Ultimate strength: 2599.7 psi
Sample 5 Ultimate strength: 2824.9 psi
Sample 6 Ultimate strength : 2974.3 psi
Ultimate Strength Average: 2875 psi
Percent Elongation Average: 71 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.
Test was verified on 8/13/2025 ✔