Summary for Test 2023-10-03-50-3
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 215425 DEA: 06360244 EFIS: 0613000005 |
---|---|
DIST-CO-RTE-PM | 06-TUL-99-30.6/35.2 |
Award Date | 04/23/2021 |
Closeout Date | Not set |
Work Description | Widen Freeway & Bridge Construction (Concrete Bridge) |
Location Description | Not set |
QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
Sample Taken Date | 10/03/2023 | Sample Unique Key | 50 |
---|---|---|---|
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 | 10/10/2023 |
Sample type | Department Acceptance | A brief description of the sample | PG 64-10 |
The quantity of what the sample constitutes | 1 of 1 can | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Doug | Last name of sampler or witnessed by | RUFF |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | SECURITY PAVING | Transportation Laboratory (TL) Number | 0000000000 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
---|---|---|---|
Modified | Lot number | ||
Sublot number | Tank number | 2004 | |
Time of sample | 11:20 AM | HMA Supplier | |
Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2023-10-03-50
DIME Test ID: 2023-10-03-50-3
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: 2023-10-17
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 10/12/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 36.771 kPa
Phase Angle (δ) (for the 10 cycles): 68.2 degree
Complex Modulus (G*) (for the 10 measurements): 3658.689 kPa
Test Temperature (Specimen 1): 34.0 C
(G*) x sin(δ)=: 3397 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 10/17/2023 ✔