Summary for Test 2021-06-24-14-4
Test performed: AASHTO T315-20Project Information
Project Identifiers | Project ID: 215092 DEA: 101C0404 EFIS: 1017000034 |
---|---|
DIST-CO-RTE-PM | 10-MPA-49-0.3/18.5 |
Award Date | 10/01/2020 |
Closeout Date | 06/27/2022 |
Work Description | COLD PLANE, PLACE HMA AND REPLACE RAILING AND OVERSIDE DRAINS. |
Location Description | MARIPOSA COUNTY IN AND NEAR MARIPOSA FROM MADERA COUNTY LINE TO SOUTH JUNCTION ROUTE 140 |
QA Service Level | 1 (Verified on 08/20/2020) |
Sample Information
Sample Taken Date | 06/24/2021 | Sample Unique Key | 14 |
---|---|---|---|
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 | 07/02/2021 |
Sample type | Department Acceptance | A brief description of the sample | ASPHALT BINDER |
The quantity of what the sample constitutes | 1 of 1 can | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | A | Last name of sampler or witnessed by | Z |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | MARATHON ELK GROVE | Transportation Laboratory (TL) Number | c034207 |
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 | No | Lot number | |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | Teichert - Santa Fe Winton | |
Certified Asphalt Supplier | Marathon Petroleum Co. LP - Elk Grove CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-06-24-14
DIME Test ID: 2021-06-24-14-4
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: 2021-07-09
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 07/08/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 54.997 kPa
Phase Angle (δ) (for the 10 cycles): 47.4 degree
Complex Modulus (G*) (for the 10 measurements): 5499.739 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 4048 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 7/9/2021 ✔