Summary for Test 2024-03-06-18-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 994861 DEA: 101N7604 EFIS: 1022000024 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ-4-R16.2 |
| Award Date | 07/24/2023 |
| Closeout Date | 12/18/2024 |
| Work Description | REPLACE JOINT SEALS AND PLACE POLYESTER CONCRETE OVERLAY ON BRIDGE. |
| Location Description | SAN JOAQUIN COUNTY IN STOCKTON AT MORMON SLOUGH BRIDGE OVERHEAD |
| QA Service Level | 1 (Verified on 06/14/2023) |
Sample Information
| Sample Taken Date | 03/06/2024 | Sample Unique Key | 18 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/07/2024 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 36 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 | 17076245467 | Laboratory sample identification | 000042KBP |
| Linked DIME Sample ID | 000042KBP | 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) | AZ4B00249T |
|---|---|---|---|
| Batch Number | AZ4B00249T | Mix number | AZ4B00249T |
Test Details
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DIME Sample ID: 2024-03-06-18
DIME Test ID: 2024-03-06-18-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-03-29
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 03/14/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.249 in
Sample 1 Area: 0.1208 in^2
Sample 1 Ultimate Strength Actual: 392 lbs
Sample 1 percent elongation: 67.6 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.257 in
Sample 2 Area: 0.1246 in^2
Sample 2 Ultimate Strength Actual: 410 lbs
Sample 2 percent elongation: 70 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.26 in
Sample 3 Area: 0.1258 in^2
Sample 3 Ultimate Strength Actual: 406 lbs
Sample 3 percent elongation: 68.6 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.254 in
Sample 4 Area: 0.1229 in^2
Sample 4 Ultimate Strength Actual: 398 lbs
Sample 4 percent elongation: 68.7 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.258 in
Sample 5 Area: 0.1249 in^2
Sample 5 Ultimate Strength Actual: 392 lbs
Sample 5 percent elongation: 49.2 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.255 in
Sample 6 Area: 0.1237 in^2
Sample 6 Ultimate Strength Actual: 390 lbs
Sample 6 percent elongation: 63.8 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3245 psi
Sample 2 Ultimate strength : 3290.5 psi
Sample 3 Ultimate strength: 3227.3 psi
Sample 4 Ultimate strength: 3238.4 psi
Sample 5 Ultimate strength: 3138.5 psi
Sample 6 Ultimate strength : 3152.8 psi
Ultimate Strength Average: 3215 psi
Percent Elongation Average: 65 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.
Test was verified on 3/29/2024 ✔