Summary for Test 2020-07-25-10-3
Test performed: AASHTO T315-16Project Information
| Project Identifiers | Project ID: 55555 DEA: AMRL EFIS: AMRL |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for AASHTO Materials Reference Laboratory (AMRL). |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 07/25/2020 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 07/25/2020 |
| Sample type | Proficiency | A brief description of the sample | Asphalt Binder PG 58-34M |
| The quantity of what the sample constitutes | 1 can, Due August 25th | From where was the sample collected | Source |
| First name of sampler or witnessed by | Wayne | Last name of sampler or witnessed by | Brown |
| Title of sampler | Oregon Cooperative Test Group | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Oregon Cooperative Test Group | Transportation Laboratory (TL) Number | 304 |
| 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 58-34 M |
|---|---|---|---|
| Modified | Yes | Lot number | |
| Sublot number | Tank number | Not set | |
| Time of sample | Not set | HMA Supplier | Not set |
| Certified Asphalt Supplier | Not set | Multigrade | Not set |
| Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-07-25-10
DIME Test ID: 2020-07-25-10-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2020-08-12
Test Results
Phase: Original binder
Input Type: Calculated
Tester's full name: Eva Torres
Date of test: 08/11/2020
Test Plate Diameter: 25 mm
Phase Angle (δ) (for the 10 cycles): 69.1 degree
Dynamic Shear, G*/sin(δ): 1.16 kPa
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/12/2020 ✔