Summary for Test 2022-03-02-32-6
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 215425 DEA: 06360244 EFIS: 0613000005 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-30.6/35.2 |
| Award Date | 04/26/2021 |
| Closeout Date | 08/31/2026 |
| Work Description | Widen Freeway & Bridge Construction (Concrete Bridge) |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 03/02/2022 | Sample Unique Key | 32 |
|---|---|---|---|
| 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 2 CANS |
| 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 | C772536 | Inspector Lot Number from the Transportation Laboratory (TL) Form | L1SL8 |
| 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 | Porterville Asphalt | |
| 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: 2022-03-02-32
DIME Test ID: 2022-03-02-32-6
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: 40.610 kPa
Phase Angle (δ) (for the 10 cycles): 65.5 degree
Complex Modulus (G*) (for the 10 measurements): 4060.475 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 3695 kPa
General comments (publicly viewable) (Max 1000 characters): PAV 2ND SAMPLE +3
Test was verified on 3/16/2022 ✔