Summary for Test 2022-07-15-48-3
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 993622 DEA: 010H45U4 EFIS: 0121000104 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-20-19.1/20.3 |
| Award Date | 05/20/2022 |
| Closeout Date | 12/21/2023 |
| Work Description | REALIGN AND WIDEN ROADWAY WITH HMA, PLACE GUARDRAIL AND GABION. |
| Location Description | MENDOCINO COUNTY ABOUT 10 MILES WEST OF WILLITS AT VARIOUS LOCATIONS FROM 0.9 MILE WEST TO 0.3 MILE EAST OF JAMES CREEK BRIDGE |
| QA Service Level | 1 (Verified on 03/14/2022) |
Sample Information
| Sample Taken Date | 07/15/2022 | Sample Unique Key | 48 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/21/2022 | Sample type | Department Acceptance |
| A brief description of the sample | PG58-22 | The quantity of what the sample constitutes | 1 can of 1 |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | c |
| Last name of sampler or witnessed by | Malik | Title of sampler | tet |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Valero Benicia | |
| Transportation Laboratory (TL) Number | 555915 | 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 | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Granite Construction Ukiah | |
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2022-07-15-48
DIME Test ID: 2022-07-15-48-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-07-28
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/26/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 42.228 kPa
Phase Angle (δ) (for the 10 cycles): 46.0 degree
Complex Modulus (G*) (for the 10 measurements): 4222.816 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 3038 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 7/28/2022 ✔