Summary for Test 2021-10-08-30-3
Test performed: AASHTO T315-20Project Information
Project Identifiers | Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122 |
---|---|
DIST-CO-RTE-PM | 02-LAS-36-6.0/14.6 |
Award Date | 05/08/2020 |
Closeout Date | 08/14/2023 |
Work Description | REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK. |
Location Description | LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD |
QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
Sample Taken Date | 10/08/2021 | Sample Unique Key | 30 |
---|---|---|---|
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 | 10/28/2021 |
Sample type | Acceptance | A brief description of the sample | Asphalt Binder PG 58-34M |
The quantity of what the sample constitutes | 1 CAN | From where was the sample collected | Source |
First name of sampler or witnessed by | J | Last name of sampler or witnessed by | Delgado |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Marathon | Transportation Laboratory (TL) Number | 695651 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 58-34 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: 2021-10-08-30
DIME Test ID: 2021-10-08-30-3
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: 2021-11-05
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 11/01/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 37.392 kPa
Phase Angle (δ) (for the 10 cycles): 47.4 degree
Complex Modulus (G*) (for the 10 measurements): 3739.228 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 2752 kPa
General comments (publicly viewable) (Max 1000 characters): per 2018 Standard Specifications PAV
Test was verified on 11/5/2021 ✔