Summary for Test 2021-04-21-18-4
Test performed: AASHTO T315-16Project Information
| Project Identifiers | Project ID: 209520 DEA: 06470904 EFIS: 0600000973 COOP: 061529 |
|---|---|
| DIST-CO-RTE-PM | 06-MAD-99-R7.5/15.1 |
| Award Date | 03/14/2019 |
| Closeout Date | 05/11/2023 |
| Work Description | WIDEN FREEWAY FROM 4 LANES TO 6 LANES. |
| Location Description | MADERA COUNTY IN AND NEAR MADERA FROM AVENUE 12 OVERCROSSING TO 0.9 MILE NORTH OF AVENUE 17 OVERCROSSING |
| QA Service Level | 1 (Verified on 03/16/2016) |
Sample Information
| Sample Taken Date | 04/21/2021 | Sample Unique Key | 18 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/28/2021 | Sample type | Department Acceptance |
| A brief description of the sample | Asphalt Binder | The quantity of what the sample constitutes | 1 of 1 can |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | G |
| Last name of sampler or witnessed by | dih | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Madera | |
| Transportation Laboratory (TL) Number | c816159 | 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 70-10 |
|---|---|---|---|
| Modified | No | Lot number | 10 |
| Sublot number | 3 | Tank number | |
| Time of sample | HMA Supplier | Vulcan Madera | |
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Not set | 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: 2021-04-21-18
DIME Test ID: 2021-04-21-18-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-05-05
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 05/04/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 20.998 kPa
Phase Angle (δ) (for the 10 cycles): 72.4 degree
Complex Modulus (G*) (for the 10 measurements): 2099.753 kPa
Test Temperature (Specimen 1): 34.0 C
(G*) x sin(δ)=: 2001 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 5/5/2021 ✔