Summary for Test 2021-10-07-111-3
Test performed: AASHTO T315-20Project Information
Project Identifiers | Project ID: 215308 DEA: 09360704 EFIS: 0914000003 |
---|---|
DIST-CO-RTE-PM | 09-MNO-395-R6.9/T9.6 |
Award Date | 02/04/2021 |
Closeout Date | 01/23/2023 |
Work Description | PLACE HMA, ROADWAY EXCAVATION AND CONSTRUCT CONCRETE BARRIER. |
Location Description | MONO COUNTY NEAR TOM'S PLACE FROM 2.4 MILES SOUTH OF LOWER ROCK CREEK ROAD TO 0.3 MILE NORTH OF LOWER ROCK CREEK ROAD |
QA Service Level | 1 (Verified on 04/23/2021) |
Sample Information
Sample Taken Date | 10/07/2021 | Sample Unique Key | 111 |
---|---|---|---|
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 | 11/16/2021 |
Sample type | Department Acceptance | A brief description of the sample | 58-34M |
The quantity of what the sample constitutes | 1 OF 1 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Q.C | Last name of sampler or witnessed by | Q.C |
Title of sampler | STAFF | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | granite | Transportation Laboratory (TL) Number | 661815 |
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 | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-10-07-111
DIME Test ID: 2021-10-07-111-3
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: 2021-12-03
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 12/01/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 25.851 kPa
Phase Angle (δ) (for the 10 cycles): 47.5 degree
Complex Modulus (G*) (for the 10 measurements): 2585.163 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 1906 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV
Test was verified on 12/3/2021 ✔