Summary for Test 2022-08-07-4-3
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 993732 DEA: 010K9804 EFIS: 0121000038 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-101-64.9/69.3 |
| Award Date | 06/16/2022 |
| Closeout Date | 10/04/2022 |
| Work Description | REPLACE ASPHALT CONCRETE SURFACING; GEOSYNTHETIC PAVEMENT INTERLAYER. |
| Location Description | MENDOCINO COUNTY AT AND NEAR LAYTONVILLE FROM 1.6 MILES SOUTH TO 2.5 MILES NORTH OF TEN MILE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 04/19/2022) |
Sample Information
| Sample Taken Date | 08/07/2022 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/08/2022 | Sample type | Department Acceptance |
| A brief description of the sample | R25 PG58-22 | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | R |
| Last name of sampler or witnessed by | Melvin | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Ukiah | |
| Transportation Laboratory (TL) Number | 033178 | 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 58-22 |
|---|---|---|---|
| Modified | No | Lot number | 1 |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | Yes |
| Multigrade Type | PG 58-22 / PG 58-16 | 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: 2022-08-07-4
DIME Test ID: 2022-08-07-4-3
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: 2022-08-19
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/17/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 41.614 kPa
Phase Angle (δ) (for the 10 cycles): 46.6 degree
Complex Modulus (G*) (for the 10 measurements): 4161.043 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 3023 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 8/19/2022 ✔