Summary for Test 2021-07-06-44-3
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 212914 DEA: 031E0604 EFIS: 0312000068 |
|---|---|
| DIST-CO-RTE-PM | 03-YUB-70-15.5/16.5 |
| Award Date | 07/31/2019 |
| Closeout Date | 08/30/2023 |
| Work Description | SIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055. |
| Location Description | NEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019. |
| QA Service Level | 1 (Verified on 08/22/2019) |
Sample Information
| Sample Taken Date | 07/06/2021 | Sample Unique Key | 44 |
|---|---|---|---|
| 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 | 07/26/2021 |
| Sample type | Department Acceptance | A brief description of the sample | PG64-16 |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Source |
| First name of sampler or witnessed by | Eddie | Last name of sampler or witnessed by | Not Provided |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Pacific Northwest Oil | Transportation Laboratory (TL) Number | 930966 |
| 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 64-16 |
|---|---|---|---|
| Modified | Lot number | 1 | |
| Sublot number | 5 | Tank number | |
| Time of sample | HMA Supplier | Teichert Hollwood | |
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-07-06-44
DIME Test ID: 2021-07-06-44-3
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: 2021-08-04
Test Results
Phase: RTFO residue
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 08/01/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.440 kPa
Phase Angle (δ) (for the 10 cycles): 82.6 degree
Complex Modulus (G*) (for the 10 measurements): 4.403 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 4.44 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications RTFO
Test was verified on 8/4/2021 ✔