Summary for Test 2024-07-25-43-2
Test performed: ASTM D638-Dec14
Warning: The test results shown on this page have been superseded and are invalid.
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Project Information
| Project Identifiers | Project ID: 994889 DEA: 051M7304 EFIS: 0520000055 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-17-3.2/11.3 |
| Award Date | 08/14/2023 |
| Closeout Date | 09/02/2025 |
| Work Description | HIGH FRICTION SURFACE TREATMENT, COLD PLANE AND PLACE HMA. |
| Location Description | SANTA CRUZ COUNTY IN AND NEAR SCOTT VALLEY FROM SOUTH OF MT HERMON ROAD TO 0.6 MILE NORTH OF GLENWOOD DRIVE |
| QA Service Level | 1 (Verified on 07/24/2023) |
Sample Information
| Sample Taken Date | 07/25/2024 | Sample Unique Key | 43 |
|---|---|---|---|
| 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 | 07/29/2024 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can / HFST RESIN |
| The quantity of what the sample constitutes | 1 tanker | 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 | 7076245467 |
| Laboratory sample identification | 000101KBP | Linked DIME Sample ID | 000101KBP |
| 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 | High Friction Surface Treatment | Mgf. Lot Number(s) | AZ4G01112 |
|---|---|---|---|
| Batch Number | AZ4G01112 | Mix Number | AZ4G01112 |
| Resin Binder Type | Polyester | Used for Overlay | Yes |
| Used for Inlay | No |
Test Details
DIME Sample ID: 2024-07-25-43
DIME Test ID: 2024-07-25-43-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-08-27
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 07/31/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.131 in
Sample 1 Thickness: 0.486 in
Sample 1 Area: 0.0637 in^2
Sample 1 Ultimate Strength Actual: 245 lbs
Sample 1 percent elongation: 68 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.129 in
Sample 2 Thickness: 0.493 in
Sample 2 Area: 0.0636 in^2
Sample 2 Ultimate Strength Actual: 214 lbs
Sample 2 percent elongation: 55 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.144 in
Sample 3 Thickness: 0.488 in
Sample 3 Area: 0.0703 in^2
Sample 3 Ultimate Strength Actual: 235 lbs
Sample 3 percent elongation: 58 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.13 in
Sample 4 Thickness: 0.492 in
Sample 4 Area: 0.064 in^2
Sample 4 Ultimate Strength Actual: 221 lbs
Sample 4 percent elongation: 59 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.133 in
Sample 5 Thickness: 0.486 in
Sample 5 Area: 0.0646 in^2
Sample 5 Ultimate Strength Actual: 238 lbs
Sample 5 percent elongation: 67 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.141 in
Sample 6 Thickness: 0.488 in
Sample 6 Area: 0.0688 in^2
Sample 6 Ultimate Strength Actual: 253 lbs
Sample 6 percent elongation: 67 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3846.2 psi
Sample 2 Ultimate strength : 3364.8 psi
Sample 3 Ultimate strength: 3342.8 psi
Sample 4 Ultimate strength: 3453.1 psi
Sample 5 Ultimate strength: 3684.2 psi
Sample 6 Ultimate strength : 3677.3 psi
Ultimate Strength Average: 3561 psi
Percent Elongation Average: 62 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/27/2024 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
