Summary for Test 2024-01-08-22-5
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 995087 DEA: 051P5904 EFIS: 0522000086 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-1-0.0/5.0 |
| Award Date | 03/22/2023 |
| Closeout Date | 08/13/2024 |
| Work Description | Cold plane, RHMA-G |
| Location Description | Watsonville area, County line to Scenic pullout |
| QA Service Level | 1 (Verified on 08/21/2023) |
Sample Information
| Sample Taken Date | 01/08/2024 | Sample Unique Key | 22 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/08/2023 | Sample type | Quality Assurance |
| A brief description of the sample | PG 58-34 PM | The quantity of what the sample constitutes | 1 CAN |
| From where was the sample collected | Other | First name of sampler or witnessed by | Marco |
| Last name of sampler or witnessed by | Montiel | Title of sampler | QC Garco |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | San Joaquin Refinery, Bakersfield, CA | |
| 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 58-34 M |
|---|---|---|---|
| Modified | Yes | Lot number | 1 |
| Sublot number | 1 | Tank number | |
| Time of sample | HMA Supplier | Granite Salinas Batch Plant | |
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield 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: 2024-01-08-22
DIME Test ID: 2024-01-08-22-5
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: 2024-03-28
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 03/19/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 26.405 kPa
Phase Angle (δ) (for the 10 cycles): 52.8 degree
Complex Modulus (G*) (for the 10 measurements): 2627.283 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 2093 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 3/28/2024 ✔