Summary for Test 2021-07-06-44-4
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 | 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 |
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
DIME Sample ID: 2021-07-06-44
DIME Test ID: 2021-07-06-44-4
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: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/02/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 47.275 kPa
Phase Angle (δ) (for the 10 cycles): 49.1 degree
Complex Modulus (G*) (for the 10 measurements): 4727.504 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 3573 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV
Test was verified on 8/4/2021 ✔