Summary for Test 2021-09-14-38-4
Test performed: AASHTO T315-20Project 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 | 09/14/2021 | Sample Unique Key | 38 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 10/07/2021 |
Sample type | Department Acceptance | A brief description of the sample | Asphalt Binder Sample |
The quantity of what the sample constitutes | 1 can | From where was the sample collected | Source |
First name of sampler or witnessed by | Thomas | Last name of sampler or witnessed by | Thomas |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | valero | Transportation Laboratory (TL) Number | 972150 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
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 |
Test Details
DIME Sample ID: 2021-09-14-38
DIME Test ID: 2021-09-14-38-4
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: 2021-10-22
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 10/13/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 44.445 kPa
Phase Angle (δ) (for the 10 cycles): 60.8 degree
Complex Modulus (G*) (for the 10 measurements): 4443.640 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 3879 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV
Test was verified on 10/22/2021 ✔