Summary for Test 2025-06-09-69-1
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1000363 DEA: 010H5504 EFIS: 0117000235 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-101-55.0/64.9 |
| Award Date | 08/15/2024 |
| Closeout Date | 09/25/2026 |
| Work Description | HMA, RHMA, AND COLD PLANE ASPHALT CONCRETE PAVEMENT. |
| Location Description | MENDOCINO COUNTY NEAR LONGVALE FROM 2.6 MILES SOUTH OF ARNOLD BRIDGE OVERHEAD 10-179 TO 0.1 MILE NORTH OF LONG VALLEY CREEK BRIDGE 10-99 |
| QA Service Level | 1 (Verified on 07/08/2024) |
Sample Information
| Sample Taken Date | 06/09/2025 | Sample Unique Key | 69 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/17/2025 | Sample type | Informational |
| A brief description of the sample | JMF 14831, 10K ton | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Source | First name of sampler or witnessed by | Caleb |
| Last name of sampler or witnessed by | V | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Ukiah | |
| Transportation Laboratory (TL) Number | 778802 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2025-06-09-69
DIME Test ID: 2025-06-09-69-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
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: 2025-06-18
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Luis Maca
Date of test: 06/18/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.159 kPa
Phase Angle (δ) (for the 10 cycles): 87.1 degree
Complex Modulus (G*) (for the 10 measurements): 1.316 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.32 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 6/18/2025 ✔