Summary for Test 2024-05-09-91-3
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 994836 DEA: 032J9504 EFIS: 0322000142 |
|---|---|
| DIST-CO-RTE-PM | 03-COL-20-R0.6/R1.2,3.4 |
| Award Date | 07/11/2023 |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), HIGH FRICTION SURFACE TREATMENT, & STBB. |
| Location Description | COLUSA COUNTY ABOUT 20 MILES WEST OF WILLIAMS FROM 0.6 MILE EAST TO 1.2 MILES EAST OF LAKE COUNTY LINE AND AT ROUTE 16 |
| QA Service Level | 1 (Verified on 05/22/2023) |
Sample Information
| Sample Taken Date | 05/09/2024 | Sample Unique Key | 91 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/27/2024 | Sample type | Acceptance |
| A brief description of the sample | PG 64-16 3/4 HMA-SP w/15% RAP | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | B. |
| Last name of sampler or witnessed by | McKeehan | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Teichert Woodland | |
| Transportation Laboratory (TL) Number | C803804 | 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 64-16 |
|---|---|---|---|
| Modified | No | Lot number | 1 |
| Sublot number | 3 | Tank number | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-05-09-91
DIME Test ID: 2024-05-09-91-3
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: 2024-07-03
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 07/03/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 29.036 kPa
Phase Angle (δ) (for the 10 cycles): 51.6 degree
Complex Modulus (G*) (for the 10 measurements): 2889.020 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2264 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 7/3/2024 ✔