Summary for Test 2023-08-28-12-4
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 994178 DEA: 051J4604 EFIS: 0517000113 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-68-2.8/3.1,3.7 |
| Award Date | 10/05/2022 |
| Closeout Date | 05/03/2024 |
| Work Description | COLD PLANE, PLACE HMA & RHMA AND SHOULDER WIDENING. |
| Location Description | MONTEREY COUNTY FROM 0.5 MILE EAST OF S.F.B. MORSE DRIVE TO SCENIC DRIVE OVERCROSSING AND AT 0.3 MILE EAST OF SKYLINE FOREST DRIVE |
| QA Service Level | 1 (Verified on 08/17/2022) |
Sample Information
| Sample Taken Date | 08/28/2023 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/06/2023 | Sample type | Quality Assurance |
| A brief description of the sample | PG64-10 SJR | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Jerrod |
| Last name of sampler or witnessed by | Naval | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Graniterock Drum Plant | |
| 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 64-10 |
|---|---|---|---|
| Modified | No | Lot number | 1 |
| Sublot number | 1 | Tank number | |
| Time of sample | HMA Supplier | Graniterock Aromas Drum Plant | |
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | 937 | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2023-08-28-12
DIME Test ID: 2023-08-28-12-4
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: 2023-09-20
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 09/19/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 35.385 kPa
Phase Angle (δ) (for the 10 cycles): 63.7 degree
Complex Modulus (G*) (for the 10 measurements): 3520.694 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 3156 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 9/20/2023 ✔