Summary for Test 2022-10-04-56-1
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 993665 DEA: 09386104 EFIS: 0921000035 |
---|---|
DIST-CO-RTE-PM | 09-MNO-395-R25.8/35.3 |
Award Date | 05/27/2022 |
Closeout Date | 12/05/2022 |
Work Description | COLD PLANE AC PAVEMENT AND PLACE HMA (TYPE A). |
Location Description | MONO COUNTY ABOUT 2 MILES EAST OF MAMMOTH LAKES FROM THE ROUTE 395/203 SEPARATION BRIDGE TO 1.2 MILES NORTH OF GLASS CREEK ROAD |
QA Service Level | 1 (Verified on 03/28/2022) |
Sample Information
Sample Taken Date | 10/04/2022 | Sample Unique Key | 56 |
---|---|---|---|
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 | 10/14/2022 |
Sample type | Acceptance | A brief description of the sample | Asphalt Binder Sample |
The quantity of what the sample constitutes | 1 can, AM sample | From where was the sample collected | Source |
First name of sampler or witnessed by | Lee | Last name of sampler or witnessed by | Vining |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | San Joaquin Refinery, Bakersfield, CA | Transportation Laboratory (TL) Number | 663617 |
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 | Granite Construction | |
Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-10-04-56
DIME Test ID: 2022-10-04-56-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-10-20
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 10/18/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.218 kPa
Phase Angle (δ) (for the 10 cycles): 58.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.820 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.15 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 10/20/2022 ✔