Summary for Test 2022-07-07-45-1
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 215179 DEA: 010F4704 EFIS: 0116000011 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-299-30.7/37.7 |
| Award Date | 11/19/2020 |
| Closeout Date | 11/27/2023 |
| Work Description | PLACE HMA & RHMA-G & CONSTRUCT SOLDIER PILE WALL. |
| Location Description | HUMBOLDT COUNTY NEAR WILLOW CREEK AT VARIOUS LOCATIONS FROM 0.1 MILE EAST OF CEDAR CREEK ROAD TO 1.1 MILES WEST OF ROUTE 96 JUNCTION |
| QA Service Level | 1 (Verified on 09/15/2020) |
Sample Information
| Sample Taken Date | 07/07/2022 | Sample Unique Key | 45 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/08/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Rubber Asphalt Binder Sample | The quantity of what the sample constitutes | 1OF1 |
| From where was the sample collected | Source | First name of sampler or witnessed by | R |
| Last name of sampler or witnessed by | Molun | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Valero - Benicia, CA | |
| Transportation Laboratory (TL) Number | 033177 | 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 | 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: 2022-07-07-45
DIME Test ID: 2022-07-07-45-1
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: 2022-07-22
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/13/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.178 kPa
Phase Angle (δ) (for the 10 cycles): 85.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.485 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.49 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 7/22/2022 ✔