Summary for Test 2026-07-20-37-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 1002347 DEA: 043Y6004 EFIS: 0423000265 |
|---|---|
| DIST-CO-RTE-PM | 04-SCL-680-M1.1/M7.0 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Polyester Concrete Overlay & Bridge Deck Repair - Route 680 Bridges |
| Location Description | Santa Clara Co, San Jose & Milpitas, Rte 680 PM M0.9/M7.2 (Br 37-0287/0288/0293/0301/0373) |
| QA Service Level | 1 (Verified on 08/12/2026) |
Sample Information
| Sample Taken Date | 07/20/2026 | Sample Unique Key | 37 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/22/2026 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 76 Drums |
| 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 | 000220KBP |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | |
| Transportation Laboratory (TL) Number | Sacramento Caltrans lab | 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) | H06G01308 |
|---|---|---|---|
| Batch Number | H06G01308 | Mix number | H06G01308 |
Test Details
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DIME Sample ID: 2026-07-20-37
DIME Test ID: 2026-07-20-37-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2026-08-06
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 07/31/2026
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.483 in
Sample 1 Thickness: 0.265 in
Sample 1 Area: 0.128 in^2
Sample 1 Ultimate Strength Actual: 372 lbs
Sample 1 percent elongation: 67.3 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.265 in
Sample 2 Area: 0.128 in^2
Sample 2 Ultimate Strength Actual: 378 lbs
Sample 2 percent elongation: 68.8 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.483 in
Sample 3 Thickness: 0.257 in
Sample 3 Area: 0.1241 in^2
Sample 3 Ultimate Strength Actual: 366 lbs
Sample 3 percent elongation: 67.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.483 in
Sample 4 Thickness: 0.263 in
Sample 4 Area: 0.127 in^2
Sample 4 Ultimate Strength Actual: 394 lbs
Sample 4 percent elongation: 72.4 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.252 in
Sample 5 Area: 0.122 in^2
Sample 5 Ultimate Strength Actual: 378 lbs
Sample 5 percent elongation: 71.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.483 in
Sample 6 Thickness: 0.279 in
Sample 6 Area: 0.1348 in^2
Sample 6 Ultimate Strength Actual: 407 lbs
Sample 6 percent elongation: 71.5 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2906.3 psi
Sample 2 Ultimate strength : 2953.1 psi
Sample 3 Ultimate strength: 2949.2 psi
Sample 4 Ultimate strength: 3102.4 psi
Sample 5 Ultimate strength: 3098.4 psi
Sample 6 Ultimate strength : 3019.3 psi
Ultimate Strength Average: 3005 psi
Percent Elongation Average: 70 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.
Test was verified on 8/6/2026 ✔