Summary for Test 2020-09-29-40-5
Test performed: AASHTO T315-16Project Information
| Project Identifiers | Project ID: 212777 DEA: 021H1104 EFIS: 0215000106 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-299-25.58/25.58 |
| Award Date | 12/04/2019 |
| Closeout Date | 08/14/2023 |
| Work Description | BUILDING WORK. |
| Location Description | LASSEN COUNTY ABOUT 11 MILES EAST OF BIEBER AT THE ADIN MAINTENANCE STATION |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 09/29/2020 | Sample Unique Key | 40 |
|---|---|---|---|
| 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 | 10/09/2020 |
| Sample type | Acceptance | A brief description of the sample | AB PG 64-28M #1 Test, No Test #2(036754), #3(036755),#4(036756), |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Source |
| First name of sampler or witnessed by | dorell | Last name of sampler or witnessed by | harper |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Albina - Klamath Falls, OR | Transportation Laboratory (TL) Number | 036753 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-28 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: 2020-09-29-40
DIME Test ID: 2020-09-29-40-5
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: 2020-10-14
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 10/14/2020
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 33.819 kPa
Phase Angle (δ) (for the 10 cycles): 47.6 degree
Complex Modulus (G*) (for the 10 measurements): 3381.949 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 2497 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard and Specifications
Test was verified on 10/14/2020 ✔