Summary for Test 2025-12-08-37-8
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1001575 DEA: 061H9604 EFIS: 0625000104 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-46,119-VAR |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PAVEMENT AND PLACING RHMA TYPE G. |
| Location Description | KERN COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 09/15/2025) |
Sample Information
| Sample Taken Date | 12/08/2025 | 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 | 12/15/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 70-10 |
| The quantity of what the sample constitutes | 1 can of binder | From where was the sample collected | Source |
| First name of sampler or witnessed by | g | Last name of sampler or witnessed by | n/a |
| Title of sampler | operator | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Griffith Edmonston | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 753964 | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 70-10 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2025-12-08-37
DIME Test ID: 2025-12-08-37-8
Testing Lab: WSP USA - Phoenix
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2025-12-30
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 12/30/2025
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 48.732 kPa
Phase Angle (δ) (for the 10 cycles): 62.1 degree
Complex Modulus (G*) (for the 10 measurements): 4872.889 kPa
Test Temperature (Specimen 1): 37.0 C
(G*) x sin(δ)=: 4306 kPa
General comments (publicly viewable) (Max 1000 characters): PAV + 3C
Test was verified on 12/30/2025 ✔