Summary for Test 2022-10-21-50-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 993699 DEA: 032G3604 EFIS: 0321000117 |
|---|---|
| DIST-CO-RTE-PM | 03-GLE-45-13.0/17.2 |
| Award Date | 06/02/2022 |
| Closeout Date | 07/26/2023 |
| Work Description | ROADWAY EXCAVATION, HMA (TYPE A) AND CLASS 2 AB. |
| Location Description | GLENN COUNTY NEAR HAMILTON CITY FROM 0.5 MILE NORTH OF BAYLISS BLUE GUM ROAD TO ROAD 29 |
| QA Service Level | 1 (Verified on 04/05/2022) |
Sample Information
| Sample Taken Date | 10/21/2022 | Sample Unique Key | 50 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/04/2022 | Sample type | Department Acceptance |
| A brief description of the sample | PG64-16 | The quantity of what the sample constitutes | 1 of 1 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | TRAVIS |
| Last name of sampler or witnessed by | NA | Title of sampler | Plant QC |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Teichert Hallwood | |
| Transportation Laboratory (TL) Number | 804184 | 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 | No | Lot number | 1 |
| Sublot number | 9 | Tank number | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | Yes |
| Multigrade Type | PG 64-16 / PG 64-10 | Asphalt Binder Mix Number | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2022-10-21-50
DIME Test ID: 2022-10-21-50-1
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: 2022-11-15
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 11/14/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.164 kPa
Phase Angle (δ) (for the 10 cycles): 86.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.366 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.37 kPa
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/15/2022 ✔