Summary for Test 2023-09-14-32-3
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 994725 DEA: 010M1104 EFIS: 0122000095 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-20-34.4/R38.5 |
| Award Date | 06/19/2023 |
| Closeout Date | 11/20/2023 |
| Work Description | REPLACE ASPHALT CONCRETE SURFACING, GEOSYNTHETIC PAVEMENT INTERLAYER. |
| Location Description | MENDOCINO COUNTY FROM 1.2 MILES EAST OF THE ROUTE 20/101 SEPARATION TO 0.2 MILE EAST OF COLD CREEK BRIDGE #2 |
| QA Service Level | 1 (Verified on 04/25/2023) |
Sample Information
| Sample Taken Date | 09/14/2023 | Sample Unique Key | 32 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/19/2023 | Sample type | Department Acceptance |
| A brief description of the sample | 1 can PG 58-22 | The quantity of what the sample constitutes | 1 can of binder |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Riley |
| Last name of sampler or witnessed by | Melvin | Title of sampler | Consultant Tester |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Ukiah | |
| Transportation Laboratory (TL) Number | 033183 | 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 | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Granite Ukiah | |
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2023-09-14-32
DIME Test ID: 2023-09-14-32-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2023-10-03
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/29/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 32.549 kPa
Phase Angle (δ) (for the 10 cycles): 46.9 degree
Complex Modulus (G*) (for the 10 measurements): 3239.559 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 2365 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 10/3/2023 ✔