Summary for Test 2022-06-06-26-1
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 215346 DEA: 034F1714 EFIS: 0318000208 |
|---|---|
| DIST-CO-RTE-PM | 03-YOL-16-27.5/28.3 |
| Award Date | 02/16/2021 |
| Closeout Date | 07/26/2023 |
| Work Description | CONSTRUCT CURB RAMPS, CURB & GUTTER AND LIGHTING. |
| Location Description | YOLO COUNTY IN ESPARTO FROM 0.2 MILE EAST OF FREMONT STREET TO 0.2 MILE SOUTH OF PLAINFIELD STREET |
| QA Service Level | 1 (Verified on 12/11/2020) |
Sample Information
| Sample Taken Date | 06/06/2022 | Sample Unique Key | 26 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/10/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Binder 1169, 3/4" HMA-RAP-SP | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | John |
| Last name of sampler or witnessed by | Scroggins | Title of sampler | QA Tech |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Teichert Woodland Plant | |
| Transportation Laboratory (TL) Number | 849828 | 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 | 5 | Tank number | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia 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: 2022-06-06-26
DIME Test ID: 2022-06-06-26-1
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: 2022-06-21
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/16/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.172 kPa
Phase Angle (δ) (for the 10 cycles): 85.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.433 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.44 kPa
General comments (publicly viewable) (Max 1000 characters): ORIG
Test was verified on 6/21/2022 ✔