Summary for Test 2024-01-29-29-3
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 | 01/29/2024 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 02/02/2024 |
| Sample type | Verification | A brief description of the sample | In-line Blend |
| 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 | 012924-7622M-001 | Linked DIME Sample ID | 2024-01-29-27 |
| 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 76-22 M |
|---|---|---|---|
| Modified | Yes | 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
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DIME Sample ID: 2024-01-29-29
DIME Test ID: 2024-01-29-29-3
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: 2024-02-08
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 02/07/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 18.576 kPa
Phase Angle (δ) (for the 10 cycles): 53.3 degree
Complex Modulus (G*) (for the 10 measurements): 1848.317 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 1482 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 2/8/2024 ✔