Summary for Test 2023-08-11-45-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 994595 DEA: 081M2204 EFIS: 0821000094 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15,138,173-Var |
| Award Date | 05/24/2023 |
| Closeout Date | 08/30/2024 |
| Work Description | POLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEALS. |
| Location Description | SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS. |
| QA Service Level | 1 (Verified on 07/18/2023) |
Sample Information
| Sample Taken Date | 08/11/2023 | Sample Unique Key | 45 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/14/2023 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can | The quantity of what the sample constitutes | 2 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 | 17076245467 | Laboratory sample identification | 943821 |
| Linked DIME Sample ID | 943821 | 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) | 1484645 |
|---|---|---|---|
| Batch Number | 1484645 | Mix number | 1484645 |
Test Details
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DIME Sample ID: 2023-08-11-45
DIME Test ID: 2023-08-11-45-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-10-09
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 08/16/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.246 in
Sample 1 Area: 0.12 in^2
Sample 1 Ultimate Strength Actual: 403.4 lbs
Sample 1 percent elongation: 68.2 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.247 in
Sample 2 Area: 0.1203 in^2
Sample 2 Ultimate Strength Actual: 400.5 lbs
Sample 2 percent elongation: 67.5 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.243 in
Sample 3 Area: 0.1186 in^2
Sample 3 Ultimate Strength Actual: 401.7 lbs
Sample 3 percent elongation: 68 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.241 in
Sample 4 Area: 0.1176 in^2
Sample 4 Ultimate Strength Actual: 409.1 lbs
Sample 4 percent elongation: 69.8 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.256 in
Sample 5 Area: 0.1249 in^2
Sample 5 Ultimate Strength Actual: 393.1 lbs
Sample 5 percent elongation: 66.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.488 in
Sample 6 Thickness: 0.239 in
Sample 6 Area: 0.1166 in^2
Sample 6 Ultimate Strength Actual: 347 lbs
Sample 6 percent elongation: 57.2 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3361.7 psi
Sample 2 Ultimate strength : 3329.2 psi
Sample 3 Ultimate strength: 3387 psi
Sample 4 Ultimate strength: 3478.7 psi
Sample 5 Ultimate strength: 3147.3 psi
Sample 6 Ultimate strength : 2976 psi
Ultimate Strength Average: 3280 psi
Percent Elongation Average: 66 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.
Test was verified on 10/9/2023 ✔