Summary for Test 2023-11-22-12-3
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 | 11/22/2023 | Sample Unique Key | 12 |
---|---|---|---|
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 | 11/28/2023 |
Sample type | Department Acceptance | A brief description of the sample | 3/4" HMA SP R15 |
The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Job Site |
First name of sampler or witnessed by | ERICK | Last name of sampler or witnessed by | Schmier |
Title of sampler | QC | Telephone number of sampler | |
Laboratory sample identification | 929405 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | PAI | Transportation Laboratory (TL) Number | none |
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 | No | Lot number | |
Sublot number | Tank number | 20004 | |
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | 2185 |
Test Details
DIME Sample ID: 2023-11-22-12
DIME Test ID: 2023-11-22-12-3
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: 2023-12-05
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 12/05/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 38.255 kPa
Phase Angle (δ) (for the 10 cycles): 63.7 degree
Complex Modulus (G*) (for the 10 measurements): 3806.303 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 3412 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 12/6/2023 ✔