Summary for Test 2024-05-06-53-3
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 44444 DEA: ASCP EFIS: ASCP |
---|---|
DIST-CO-RTE-PM | 59--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Special project for submitting Sample information for Asphalt Supplier Certification Program. |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 05/06/2024 | Sample Unique Key | 53 |
---|---|---|---|
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 | 05/17/2024 |
Sample type | Verification | A brief description of the sample | Tank 111 |
The quantity of what the sample constitutes | 1 of 1 | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Ann | Last name of sampler or witnessed by | Hamer |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 050624-7010-001 | Linked DIME Sample ID | 2024-05-06-39 |
The fabricator/manufacturer/facility name | Casa Grande, AZ | 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 70-10 |
---|---|---|---|
Modified | No | Lot number | |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | Wright Asphalt Products Co. - Casa Grande AZ | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2024-05-06-53
DIME Test ID: 2024-05-06-53-3
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: 2024-05-23
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 05/21/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 51.539 kPa
Phase Angle (δ) (for the 10 cycles): 50.5 degree
Complex Modulus (G*) (for the 10 measurements): 5128.072 kPa
Test Temperature (Specimen 1): 34.0 C
(G*) x sin(δ)=: 3957 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 5/23/2024 ✔