Summary for Test 2026-07-27-53-1
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1001561 DEA: 010H1404 EFIS: 0117000115 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-101-10.7/11.2 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | RECONSTRUCT ROADWAY AND CONSTRUCT FACILITIES TO ADA STANDARDS. |
| Location Description | MENDOCINO COUNTY AT HOPLAND FROM FELIZ CREEK BRIDGE TO 0.2 MILE NORTH OF FIRST STREET |
| QA Service Level | 1 (Verified on 09/02/2025) |
Sample Information
| Sample Taken Date | 07/27/2026 | Sample Unique Key | 53 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/29/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 1 can of PG 58-22 binder | The quantity of what the sample constitutes | 1 Quart Can |
| From where was the sample collected | Source | First name of sampler or witnessed by | Stanley |
| Last name of sampler or witnessed by | Emery | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | 26-15C | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Ukiah | |
| Transportation Laboratory (TL) Number | 036204 | Inspector Lot Number from the Transportation Laboratory (TL) Form | 036204 |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
|---|---|---|---|
| Modified | Lot number | 1 | |
| Sublot number | 1 | Tank number | |
| Time of sample | HMA Supplier | Granite Ukiah | |
| Certified Asphalt Supplier | Valero Benicia Refinery - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | 3/4" HMA 25% RAP PG 58-22 | HMA Supplier Mix ID Number | 15368 |
Test Details
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DIME Sample ID: 2026-07-27-53
DIME Test ID: 2026-07-27-53-1
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: 2026-08-05
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 08/03/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.170 kPa
Phase Angle (δ) (for the 10 cycles): 86.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.407 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.41 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 8/5/2026 ✔