Summary for Test 2024-02-29-37-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 994732 DEA: 043Q5004 EFIS: 0419000218 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-580,980-Var |
| Award Date | 06/21/2023 |
| Closeout Date | Not set |
| Work Description | POLYESTER CONCRETE OVERLAY, HMA (TYPE A), & SOIL DENSIFICATION. |
| Location Description | ALAMEDA COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/10/2023) |
Sample Information
| Sample Taken Date | 02/29/2024 | Sample Unique Key | 37 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 03/01/2024 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can / PPC 1121 RESIN |
| 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 | 000039KBP | Linked DIME Sample ID | 000039KBP |
| 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 |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | AZ4B00251 |
|---|---|---|---|
| Batch number | AZ4B00251 | Mix number | AZ4B00251 |
Test Details
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DIME Sample ID: 2024-02-29-37
DIME Test ID: 2024-02-29-37-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-03-19
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 03/06/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.263 in
Sample 1 Area: 0.1276 in^2
Sample 1 Ultimate Strength Actual: 403.2 lbs
Sample 1 percent elongation: 61.5 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.272 in
Sample 2 Area: 0.1319 in^2
Sample 2 Ultimate Strength Actual: 414.3 lbs
Sample 2 percent elongation: 60.5 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.253 in
Sample 3 Area: 0.1225 in^2
Sample 3 Ultimate Strength Actual: 391.4 lbs
Sample 3 percent elongation: 56.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.254 in
Sample 4 Area: 0.1234 in^2
Sample 4 Ultimate Strength Actual: 393.5 lbs
Sample 4 percent elongation: 52.9 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.485 in
Sample 5 Thickness: 0.263 in
Sample 5 Area: 0.1276 in^2
Sample 5 Ultimate Strength Actual: 402.6 lbs
Sample 5 percent elongation: 62.8 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.26 in
Sample 6 Area: 0.1264 in^2
Sample 6 Ultimate Strength Actual: 401.3 lbs
Sample 6 percent elongation: 60.4 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3159.9 psi
Sample 2 Ultimate strength : 3141 psi
Sample 3 Ultimate strength: 3195.1 psi
Sample 4 Ultimate strength: 3188.8 psi
Sample 5 Ultimate strength: 3155.2 psi
Sample 6 Ultimate strength : 3174.8 psi
Ultimate Strength Average: 3169 psi
Percent Elongation Average: 59 %
General comments (publicly viewable) (Max 1000 characters): Accepted based on vendor's results.
Test was verified on 3/19/2024 ✔