Summary for Test 2025-03-11-16-13
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1000014 DEA: 010H1504 EFIS: 0117000116 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-162-R0.0/25.7 |
| Award Date | 03/26/2024 |
| Closeout Date | Not set |
| Work Description | HMA, RHMA, AND GEOSYNTHETIC PAVEMENT INTERLAYER. |
| Location Description | MENDOCINO COUNTY NEAR LONGVALE FROM ROUTE 101 TO 1.1 MILES SOUTH OF POONKINNEY ROAD NEAR COVELO |
| QA Service Level | 1 (Verified on 01/10/2024) |
Sample Information
| Sample Taken Date | 03/11/2025 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 03/17/2025 |
| Sample type | Verification | A brief description of the sample | 1 can PG 58-22 |
| The quantity of what the sample constitutes | 1 can binder | From where was the sample collected | Source |
| First name of sampler or witnessed by | Felipe | Last name of sampler or witnessed by | Damian |
| Title of sampler | Plant QC | Telephone number of sampler | |
| Laboratory sample identification | 25-062 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Ukiah | Transportation Laboratory (TL) Number | 931015 |
| 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 |
Test Details
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DIME Sample ID: 2025-03-11-16
DIME Test ID: 2025-03-11-16-13
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: 2025-03-26
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Luis Maca
Date of test: 03/26/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.479 kPa
Phase Angle (δ) (for the 10 cycles): 80.0 degree
Complex Modulus (G*) (for the 10 measurements): 3.975 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 4.04 kPa
General comments (publicly viewable) (Max 1000 characters): Original
Test was verified on 3/26/2025 ✔