Summary for Test 2022-08-09-10-7
Test performed: AASHTO T315-20Project Information
Project Identifiers | Project ID: 993847 DEA: 081M8604 EFIS: 0822000056 |
---|---|
DIST-CO-RTE-PM | 08-SBD-15-180.2/186.2 |
Award Date | 06/23/2022 |
Closeout Date | 12/12/2022 |
Work Description | COLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA (GAP GRADED). |
Location Description | SAN BERNARDINO COUNTY ABOUT 43 MILES NORTH OF BAKER FROM 0.5 MILE SOUTH OF YATES WELL ROAD OVERCROSSING TO NEVADA STATE LINE |
QA Service Level | 1 (Verified on 12/05/2022) |
Sample Information
Sample Taken Date | 08/09/2022 | Sample Unique Key | 10 |
---|---|---|---|
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 | 08/10/2022 |
Sample type | Department Acceptance | A brief description of the sample | HOT DROP Urgent - High profile job |
The quantity of what the sample constitutes | 8 cans | From where was the sample collected | Source |
First name of sampler or witnessed by | Mark | Last name of sampler or witnessed by | Daniels |
Title of sampler | Alta Vista | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Southwest Liquid Asphalt & Emulsions | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 76-22 M |
---|---|---|---|
Modified | Yes | Lot number | |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | AASHTO Resource - Frederick MD | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-08-09-10
DIME Test ID: 2022-08-09-10-7
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: 2022-08-10
Test Results
Phase: RTFO residue two specimens
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/10/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.297 kPa
Phase Angle (δ) (for the 10 cycles): 59.8 degree
Complex Modulus (G*) (for the 10 measurements): 2.974 kPa
Test Temperature (Specimen 1): 76.0 C
Dynamic Shear, G*/sin(δ): 3.44 kPa
Stress Amplitude 2: 0.187 kPa
Phase Angle 2 (δ) (for the 10 cycles): 61.8 degree
Complex Modulus 2 (G*) (for the 10 measurements) : 1.865 kPa
Test Temperature (Specimen 2): 82.0 C
Dynamic Shear 2, G*/sin(δ): 2.12 kPa
Delta at 2.2 kpa: 61.7 degree
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/10/2022 ✔