Summary for Test 2022-08-08-71-2
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 215784 DEA: 051G2604 EFIS: 0514000131 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-17-9.1/9.9 |
| Award Date | 08/11/2021 |
| Closeout Date | 02/14/2024 |
| Work Description | CONSTRUCT STRUCTURAL CONCRETE BRIDGE AND ELECTRIFIED BARRIER SYSTEMS. |
| Location Description | SANTA CRUZ COUNTY NEAR SCOTTS VALLEY FROM 0.6 MILE SOUTH OF LAUREL ROAD TO 0.2 MILE NORTH OF LAUREL ROAD |
| QA Service Level | 1 (Verified on 06/21/2021) |
Sample Information
| Sample Taken Date | 08/08/2022 | Sample Unique Key | 71 |
|---|---|---|---|
| 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 | 08/09/2022 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 9 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 | 943752 | Linked DIME Sample ID | 943752 |
| 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 | High Friction Surface Treatment | Mgf. Lot Number(s) | 1421669 |
|---|---|---|---|
| Batch Number | 1421669 | Mix Number | 1421669 |
| Resin Binder Type | Epoxy | Used for Overlay | Yes |
| Used for Inlay | No |
Test Details
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DIME Sample ID: 2022-08-08-71
DIME Test ID: 2022-08-08-71-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-03-24
Test Results
Number of specimens tested: 5
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 08/15/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.169 in
Sample 1 Area: 0.082 in^2
Sample 1 Ultimate Strength Actual: 307.42 lbs
Sample 1 percent elongation: 58.68 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.163 in
Sample 2 Area: 0.0787 in^2
Sample 2 Ultimate Strength Actual: 288 lbs
Sample 2 percent elongation: 54.92 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.483 in
Sample 3 Thickness: 0.15 in
Sample 3 Area: 0.0725 in^2
Sample 3 Ultimate Strength Actual: 287 lbs
Sample 3 percent elongation: 62.08 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.483 in
Sample 4 Thickness: 0.157 in
Sample 4 Area: 0.0758 in^2
Sample 4 Ultimate Strength Actual: 309 lbs
Sample 4 percent elongation: 64.04 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.491 in
Sample 5 Thickness: 0.138 in
Sample 5 Area: 0.0678 in^2
Sample 5 Ultimate Strength Actual: 271 lbs
Sample 5 percent elongation: 63.14 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3749 psi
Sample 2 Ultimate strength : 3659.5 psi
Sample 3 Ultimate strength: 3958.6 psi
Sample 4 Ultimate strength: 4076.5 psi
Sample 5 Ultimate strength: 3997.1 psi
Ultimate Strength Average: 3888 psi
Percent Elongation Average: 61 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.
Test was verified on 3/24/2023 ✔