Summary for Test 2026-09-15-64-3
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1001246 DEA: 041Q7214 EFIS: 0423000277 |
|---|---|
| DIST-CO-RTE-PM | 04-CC,CC,SOL-580,680,780-Var |
| Award Date | 09/25/2025 |
| Closeout Date | Not set |
| Work Description | INSTALL FIBER OPTIC CABLE SYSTEM, RAMP METERING, AND WIDEN ROADWAY. |
| Location Description | ALAMEDA, CONTRA COSTA AND SOLANO COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 08/13/2025) |
Sample Information
| Sample Taken Date | 09/15/2026 | Sample Unique Key | 64 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/22/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 2 cans of PG 58-22 | The quantity of what the sample constitutes | 2 cans |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Dennis |
| Last name of sampler or witnessed by | Yeung | Title of sampler | TE |
| Telephone number of sampler | Laboratory sample identification | 8 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan- Pleasanton | |
| Transportation Laboratory (TL) Number | CPL091526-2 | Inspector Lot Number from the Transportation Laboratory (TL) Form | CPL091526-2 |
| 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 | Vulcan- Pleasanton | |
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | 3/4" HMA-A 25% RAP | HMA Supplier Mix ID Number | NOT ON TL101 |
Test Details
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DIME Sample ID: 2026-09-15-64
DIME Test ID: 2026-09-15-64-3
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: 2026-10-21
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 10/21/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.298 kPa
Phase Angle (δ) (for the 10 cycles): 86.3 degree
Complex Modulus (G*) (for the 10 measurements): 2.471 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.48 kPa
General comments (publicly viewable) (Max 1000 characters): OG, SRL
Test was verified on 10/21/2026 ✔