Summary for Test 2022-04-27-27-5
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 55556 DEA: OCR EFIS: OCR |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for Oregon Corp. Research. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 04/27/2022 | Sample Unique Key | 27 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/11/2022 | Sample type | Proficiency |
| A brief description of the sample | PG76-22M sample 325 | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | OREGON COOP |
| Last name of sampler or witnessed by | OREGON COOP | Title of sampler | sample 325 |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | OREGON COOP | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
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 | McCall Terminals | |
| Certified Asphalt Supplier | Oregon Corp - Salem OR | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2022-04-27-27
DIME Test ID: 2022-04-27-27-5
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-05-19
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 05/18/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 26.134 kPa
Phase Angle (δ) (for the 10 cycles): 49.6 degree
Complex Modulus (G*) (for the 10 measurements): 2613.657 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 1990 kPa
General comments (publicly viewable) (Max 1000 characters): PAV 2ND RUN
Test was verified on 5/19/2022 ✔