Summary for Test 2021-06-23-37-4
Test performed: AASHTO T315-20Project Information
Project Identifiers | Project ID: 215367 DEA: 021J4904 EFIS: 0220000084 |
---|---|
DIST-CO-RTE-PM | 02-TEH-32-14.0/20.0 |
Award Date | 02/02/2021 |
Closeout Date | 04/11/2024 |
Work Description | PLACE HOT MIX ASPHALT (TYPE A). |
Location Description | TEHAMA COUNTY ABOUT 28 MILES EAST OF FOREST RANCH FROM 1.1 MILES EAST OF DEER CREEK BRIDGE NO. 08-0068 TO 0.4 MILE WEST OF SLATE CREEK BRIDGE NO. 08-0154 |
QA Service Level | 1 (Verified on 12/24/2020) |
Sample Information
Sample Taken Date | 06/23/2021 | Sample Unique Key | 37 |
---|---|---|---|
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 | 08/02/2021 |
Sample type | Acceptance | A brief description of the sample | binder |
The quantity of what the sample constitutes | 1 OF 2 CANS | From where was the sample collected | Source |
First name of sampler or witnessed by | Derek | Last name of sampler or witnessed by | PEI |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Marathon | Transportation Laboratory (TL) Number | 896906 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
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 | Marathon Petroleum Co. LP - Elk Grove CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-06-23-37
DIME Test ID: 2021-06-23-37-4
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: 2021-08-11
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/09/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 19.394 kPa
Phase Angle (δ) (for the 10 cycles): 44.0 degree
Complex Modulus (G*) (for the 10 measurements): 1939.433 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 1347 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV
Test was verified on 8/11/2021 ✔