Summary for Test 2021-07-22-28-4
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 214926 DEA: 010E7204 EFIS: 0115000003 |
|---|---|
| DIST-CO-RTE-PM | 01-LAK-29-12.7/14.5 |
| Award Date | 07/07/2020 |
| Closeout Date | 07/21/2022 |
| Work Description | ROADWAY EXCAVATION, HMA (TYPE A), RHMA-G, DRAINAGE & EROSION CONTROL. |
| Location Description | LAKE COUNTY NEAR LOWER LAKE FROM 0.8 MILE NORTH OF SPRUCE GROVE ROAD SOUTH TO 0.4 MILE SOUTH OF HOFACKER LANE |
| QA Service Level | 1 (Verified on 06/10/2020) |
Sample Information
| Sample Taken Date | 07/22/2021 | Sample Unique Key | 28 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/28/2021 | Sample type | Department Acceptance |
| A brief description of the sample | PG64-16 | The quantity of what the sample constitutes | 1 can |
| From where was the sample collected | Source | First name of sampler or witnessed by | K |
| Last name of sampler or witnessed by | Poulter | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Bodean - Santa Rosa | |
| Transportation Laboratory (TL) Number | 934711 | 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 64-16 |
|---|---|---|---|
| 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 | Not set | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2021-07-22-28
DIME Test ID: 2021-07-22-28-4
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: 2021-08-10
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/03/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 42.243 kPa
Phase Angle (δ) (for the 10 cycles): 49.2 degree
Complex Modulus (G*) (for the 10 measurements): 4224.325 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 3198 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV
Test was verified on 8/10/2021 ✔