Summary for Test 2021-09-27-55-3
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 215582 DEA: 061B0204 EFIS: 0620000140 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-155-35.5/37.5,42.5/44.5 |
| Award Date | 05/19/2021 |
| Closeout Date | 10/03/2022 |
| Work Description | COLD PLANE ASPHALT CONCRETE PAVEMENT, CRACK TREATMENT, AND PLACE HMA. |
| Location Description | KERN COUNTY NEAR GLENVILLE FROM 3.3 MILES EAST OF BLUE MOUNTAIN ROAD TO 0.8 MILE WEST OF GRANITE ROAD AND FROM 2.2 MILES EAST OF PASCOE ROAD TO 2.6 MILES WEST OF SANDY CREEK FIRE D ROAD |
| QA Service Level | 1 (Verified on 03/22/2021) |
Sample Information
| Sample Taken Date | 09/27/2021 | Sample Unique Key | 55 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/08/2021 | Sample type | Department Acceptance |
| A brief description of the sample | BINDER | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Source | First name of sampler or witnessed by | Unknown GRANITE |
| Last name of sampler or witnessed by | Unknown GRANITE | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | San Joaquin Refinery | |
| Transportation Laboratory (TL) Number | 751691 | 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 | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | 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: 2021-09-27-55
DIME Test ID: 2021-09-27-55-3
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: 2021-10-22
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 10/21/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 59.541 kPa
Phase Angle (δ) (for the 10 cycles): 59.7 degree
Complex Modulus (G*) (for the 10 measurements): 5953.734 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 5140 kPa
General comments (publicly viewable) (Max 1000 characters): per 2018 standard specifications PAV
Test was verified on 10/22/2021 ✔