Summary for Test 2022-07-21-51-1
Test performed: AASHTO T315-20
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Project Information
| Project Identifiers | Project ID: 215045 DEA: 010F4604 EFIS: 0116000010 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-299-20.5/30.2 |
| Award Date | 08/20/2020 |
| Closeout Date | 10/13/2023 |
| Work Description | PLACE HMA & RHMA-O; & CONSTRUCT MECHANICALLY STABILIZED EMBANKMENT. |
| Location Description | HUMBOLDT COUNTY ABOUT 15 MILES EAST OF BLUE LAKE AT VARIOUS LOCATIONS FROM 1.5 MILES EAST OF BAIR ROAD TO 0.4 MILE WEST OF CEDAR CREEK ROAD |
| QA Service Level | 1 (Verified on 07/24/2020) |
Sample Information
| Sample Taken Date | 07/21/2022 | Sample Unique Key | 51 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/29/2022 | Sample type | Department Acceptance |
| A brief description of the sample | PG 64-28M 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 | Thorpe |
| Last name of sampler or witnessed by | _ | Title of sampler | Tester |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | BLUE LAKE // SUPPLIER NOT PROVIDED // AASHTO LISTED AS PLACE HOLDER ONLY | |
| Transportation Laboratory (TL) Number | 972483 | 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 64-28 M |
|---|---|---|---|
| Modified | Yes | 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: 2022-07-21-51
DIME Test ID: 2022-07-21-51-1
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: 2022-08-09
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/02/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.260 kPa
Phase Angle (δ) (for the 10 cycles): 69.2 degree
Complex Modulus (G*) (for the 10 measurements): 2.165 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 2.32 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 8/9/2022 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.