Summary for Test 2022-01-12-67-2
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 215126 DEA: 010G33U4 EFIS: 0120000002 |
|---|---|
| DIST-CO-RTE-PM | 01-LAK-20-5.1/6.3 |
| Award Date | 11/19/2020 |
| Closeout Date | 10/07/2022 |
| Work Description | Widen shoulders and replace bridge with box culvert. |
| Location Description | LAKE COUNTY NEAR UPPER LAKE FROM 0.4 MILE WEST OF WITTER SPRINGS ROAD TO 0.4 MILE EAST OF BACHELOR CREEK BRIDGE |
| QA Service Level | 1 (Verified on 08/26/2020) |
Sample Information
| Sample Taken Date | 01/12/2022 | Sample Unique Key | 67 |
|---|---|---|---|
| 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 | 02/25/2022 |
| Sample type | Acceptance | A brief description of the sample | Binder |
| The quantity of what the sample constitutes | 2 cans | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | KATHRINE | Last name of sampler or witnessed by | PERRIN |
| 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 | 005774 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Granite Construction | |
| Asphalt Binder Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-01-12-67
DIME Test ID: 2022-01-12-67-2
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: 2022-03-02
Test Results
Phase: RTFO residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 02/27/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.347 kPa
Phase Angle (δ) (for the 10 cycles): 79.8 degree
Complex Modulus (G*) (for the 10 measurements): 3.469 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 3.52 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications RTFO
Test was verified on 3/2/2022 ✔