Summary for Test 2026-09-24-43-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 993595 DEA: 042Q5504 EFIS: 0419000024 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-12-7.9/14.1 |
| Award Date | 02/14/2025 |
| Closeout Date | Not set |
| Work Description | RHMA OVERLAY, REPLACE CULVERTS, BRIDGE RAILS, AND MEDIAN BARRIERS. |
| Location Description | SOLANO COUNTY NEAR SUISUN CITY FROM 0.2 MILE EAST OF LAWLER RANCH PARKWAY TO 0.5 MILE EAST OF SHILOH ROAD |
| QA Service Level | 1 (Verified on 02/22/2022) |
Sample Information
| Sample Taken Date | 09/24/2026 | Sample Unique Key | 43 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/25/2026 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 17 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 Manager |
| Telephone number of sampler | (925) 913-9199 | Laboratory sample identification | 26-036 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | |
| Transportation Laboratory (TL) Number | 231KBP | 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) | M06I03934 |
|---|---|---|---|
| Batch Number | M06I03934 | Mix number | M06I03934 |
Test Details
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DIME Sample ID: 2026-09-24-43
DIME Test ID: 2026-09-24-43-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2026-10-08
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 10/02/2026
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.483 in
Sample 1 Thickness: 0.254 in
Sample 1 Area: 0.1227 in^2
Sample 1 Ultimate Strength Actual: 399 lbs
Sample 1 percent elongation: 74 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.249 in
Sample 2 Area: 0.1203 in^2
Sample 2 Ultimate Strength Actual: 339 lbs
Sample 2 percent elongation: 61 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.249 in
Sample 3 Area: 0.1205 in^2
Sample 3 Ultimate Strength Actual: 374 lbs
Sample 3 percent elongation: 71 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.251 in
Sample 4 Area: 0.1215 in^2
Sample 4 Ultimate Strength Actual: 368 lbs
Sample 4 percent elongation: 69 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.254 in
Sample 5 Area: 0.1229 in^2
Sample 5 Ultimate Strength Actual: 398 lbs
Sample 5 percent elongation: 75 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.483 in
Sample 6 Thickness: 0.25 in
Sample 6 Area: 0.1208 in^2
Sample 6 Ultimate Strength Actual: 401 lbs
Sample 6 percent elongation: 77 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3251.8 psi
Sample 2 Ultimate strength : 2818 psi
Sample 3 Ultimate strength: 3103.7 psi
Sample 4 Ultimate strength: 3028.8 psi
Sample 5 Ultimate strength: 3238.4 psi
Sample 6 Ultimate strength : 3319.5 psi
Ultimate Strength Average: 3127 psi
Percent Elongation Average: 71 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.
Test was verified on 10/8/2026 ✔