Summary for Test 2022-03-02-34-6
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-99-10.4/21.2 |
| Award Date | 12/08/2020 |
| Closeout Date | 11/03/2025 |
| Work Description | CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT. |
| Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING |
| QA Service Level | 1 (Verified on 09/14/2020) |
Sample Information
| Sample Taken Date | 03/02/2022 | Sample Unique Key | 34 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/08/2022 | Sample type | Department Acceptance |
| A brief description of the sample | BINDER | The quantity of what the sample constitutes | 1 OF 1 CAN |
| From where was the sample collected | Source | First name of sampler or witnessed by | NOT |
| Last name of sampler or witnessed by | PROVIDED | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | SJR | |
| Transportation Laboratory (TL) Number | C772539 | Inspector Lot Number from the Transportation Laboratory (TL) Form | L1SL1,2 |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | GRIFFITH COMPANY | |
| 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
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: 2022-03-02-34
DIME Test ID: 2022-03-02-34-6
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: 2022-03-16
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 03/16/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 38.360 kPa
Phase Angle (δ) (for the 10 cycles): 64.9 degree
Complex Modulus (G*) (for the 10 measurements): 3835.765 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 3474 kPa
General comments (publicly viewable) (Max 1000 characters): PAV 2ND SAMPLE +3
Test was verified on 3/16/2022 ✔