Summary for Test 2022-05-17-40-9
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 215315 DEA: 081H8304 EFIS: 0817000139 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD,SBD-138-0/2.3 |
| Award Date | 11/19/2021 |
| Closeout Date | 08/29/2024 |
| Work Description | CONSTRUCT 4' MEDIAN |
| Location Description | SAN BERNARDINO COUNTY ALONG ROUTE 138 |
| QA Service Level | 1 (Verified on 06/24/2021) |
Sample Information
| Sample Taken Date | 05/17/2022 | Sample Unique Key | 40 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/20/2022 | Sample type | Per Request |
| A brief description of the sample | PG Asphalt Binder | The quantity of what the sample constitutes | 1 Quart Can |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | William |
| Last name of sampler or witnessed by | Lucas | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0300-22 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite-Big Rock | |
| Transportation Laboratory (TL) Number | 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 64-28 M |
|---|---|---|---|
| Modified | Yes | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield 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: 2022-05-17-40
DIME Test ID: 2022-05-17-40-9
Testing Lab: CT D08 - Fontana Southern Regional 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: 2022-06-27
Test Results
Phase: PAV residue
Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 06/21/2022
Test Plate Diameter: 8 mm
Phase Angle (δ) (for the 10 cycles): 50.8 degree
(G*) x sin(δ)=: 2360 kPa
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/27/2022 ✔