Summary for Test 2023-10-12-40-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 994685 DEA: 043Q6104 EFIS: 0419000229 |
|---|---|
| DIST-CO-RTE-PM | 04-SCL-17,85,87,101-Var |
| Award Date | 06/15/2023 |
| Closeout Date | Not set |
| Work Description | POLYESTER CONCRETE OVERLAY, AND STRUCTURAL CONCRETE APPROACH SLAB. |
| Location Description | SANTA CLARA COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/09/2023) |
Sample Information
| Sample Taken Date | 10/12/2023 | Sample Unique Key | 40 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/13/2023 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 4 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 | 000026KBP |
| Linked DIME Sample ID | 000026KBP | 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) | AZ3J00030 |
|---|---|---|---|
| Batch Number | AZ3J00030 | Mix number | AZ3J00030 |
Test Details
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DIME Sample ID: 2023-10-12-40
DIME Test ID: 2023-10-12-40-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-03-21
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 10/18/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.248 in
Sample 1 Area: 0.121 in^2
Sample 1 Ultimate Strength Actual: 391 lbs
Sample 1 percent elongation: 67.5 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.242 in
Sample 2 Area: 0.1179 in^2
Sample 2 Ultimate Strength Actual: 414 lbs
Sample 2 percent elongation: 74.1 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.251 in
Sample 3 Area: 0.1222 in^2
Sample 3 Ultimate Strength Actual: 433 lbs
Sample 3 percent elongation: 75.8 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.253 in
Sample 4 Area: 0.123 in^2
Sample 4 Ultimate Strength Actual: 377 lbs
Sample 4 percent elongation: 63.7 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.251 in
Sample 5 Area: 0.1222 in^2
Sample 5 Ultimate Strength Actual: 400 lbs
Sample 5 percent elongation: 70.2 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.251 in
Sample 6 Area: 0.1222 in^2
Sample 6 Ultimate Strength Actual: 415 lbs
Sample 6 percent elongation: 73.7 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3231.4 psi
Sample 2 Ultimate strength : 3511.5 psi
Sample 3 Ultimate strength: 3543.4 psi
Sample 4 Ultimate strength: 3065 psi
Sample 5 Ultimate strength: 3273.3 psi
Sample 6 Ultimate strength : 3396.1 psi
Ultimate Strength Average: 3337 psi
Percent Elongation Average: 71 %
General comments (publicly viewable) (Max 1000 characters): Accepted based on vendor's results.
Test was verified on 3/21/2024 ✔