Summary for Test 2021-09-09-27-5
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-5-9.7/24.9 |
| Award Date | 05/01/2019 |
| Closeout Date | 02/22/2024 |
| Work Description | Not set |
| Location Description | Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct |
| QA Service Level | 1 (Verified on 07/19/2019) |
Sample Information
| Sample Taken Date | 09/09/2021 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 09/17/2021 |
| Sample type | Department Acceptance | A brief description of the sample | 64-28M |
| The quantity of what the sample constitutes | 2 Cans | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | C |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Teichert Perkins | Transportation Laboratory (TL) Number | c799129 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-28 M |
|---|---|---|---|
| Modified | Yes | Lot number | 6 |
| Sublot number | 20 | Tank number | |
| Time of sample | HMA Supplier | Teichert Perkins | |
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-09-09-27
DIME Test ID: 2021-09-09-27-5
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: 2021-10-06
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 09/27/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 34.291 kPa
Phase Angle (δ) (for the 10 cycles): 43.0 degree
Complex Modulus (G*) (for the 10 measurements): 3,428.211 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 2338 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV
Test was verified on 10/6/2021 ✔