Summary for Test 2025-09-04-50-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 1001127 DEA: 112N2064 EFIS: 1123000285 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-94-1.6/R13.3 |
| Award Date | 06/03/2025 |
| Closeout Date | Not set |
| Work Description | POLYESTER CONCRETE, METHACRYLATE, JOINT SEALS AND APPROACH SLABS. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM 22ND STREET OVERCROSSING TO AVOCADO BOULEVARD OVERCROSSING |
| QA Service Level | 1 (Verified on 06/02/2025) |
Sample Information
| Sample Taken Date | 09/04/2025 | Sample Unique Key | 50 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/08/2025 | 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 | 7076245467 | Laboratory sample identification | 25-141 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | |
| Transportation Laboratory (TL) Number | 179KBP | 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) | AZ5H01073S |
|---|---|---|---|
| Batch Number | AZ5H01073S | Mix number | AZ5H01073S |
Test Details
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DIME Sample ID: 2025-09-04-50
DIME Test ID: 2025-09-04-50-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-09-18
Test Results
Number of specimens tested: 5
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 09/10/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.482 in
Sample 1 Thickness: 0.253 in
Sample 1 Area: 0.1219 in^2
Sample 1 Ultimate Strength Actual: 379 lbs
Sample 1 percent elongation: 70.2 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.247 in
Sample 2 Area: 0.1193 in^2
Sample 2 Ultimate Strength Actual: 366 lbs
Sample 2 percent elongation: 67.9 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.483 in
Sample 3 Thickness: 0.24 in
Sample 3 Area: 0.1159 in^2
Sample 3 Ultimate Strength Actual: 359 lbs
Sample 3 percent elongation: 68.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.245 in
Sample 4 Area: 0.1188 in^2
Sample 4 Ultimate Strength Actual: 333 lbs
Sample 4 percent elongation: 58.3 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.482 in
Sample 5 Thickness: 0.24 in
Sample 5 Area: 0.1157 in^2
Sample 5 Ultimate Strength Actual: 365 lbs
Sample 5 percent elongation: 70 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3109.1 psi
Sample 2 Ultimate strength : 3067.9 psi
Sample 3 Ultimate strength: 3097.5 psi
Sample 4 Ultimate strength: 2803 psi
Sample 5 Ultimate strength: 3154.7 psi
Ultimate Strength Average: 3046 psi
Percent Elongation Average: 67 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.
Test was verified on 9/18/2025 ✔