Summary for Test 2023-09-30-24-3
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 | 09/30/2023 | Sample Unique Key | 24 |
---|---|---|---|
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 | 10/05/2023 |
Sample type | Preliminary | A brief description of the sample | Tank 112 |
The quantity of what the sample constitutes | 3 of 3 | 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 | 093023-6416-003 | Linked DIME Sample ID | 2023-09-30-8 |
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 64-16 |
---|---|---|---|
Modified | 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: 2023-09-30-24
DIME Test ID: 2023-09-30-24-3
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: 2023-10-16
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 10/10/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 46.937 kPa
Phase Angle (δ) (for the 10 cycles): 48.8 degree
Complex Modulus (G*) (for the 10 measurements): 4670.137 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 3514 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 10/16/2023 ✔