Summary for Test 2021-04-07-22-6
Test performed: AASHTO T315-16Project 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 | 04/07/2021 | Sample Unique Key | 22 |
---|---|---|---|
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 | 05/10/2021 |
Sample type | Acceptance | A brief description of the sample | Asphalt Binder Sample |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | OC | Last name of sampler or witnessed by | KIM |
Title of sampler | OA | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Teichert Hallwood | Transportation Laboratory (TL) Number | 741861 |
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 | No | Lot number | 1 |
Sublot number | 1 | Tank number | |
Time of sample | HMA Supplier | Teichert Hollwood | |
Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-04-07-22
DIME Test ID: 2021-04-07-22-6
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: 2021-05-28
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 05/12/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.177 kPa
Phase Angle (δ) (for the 10 cycles): 87.2 degree
Complex Modulus (G*) (for the 10 measurements): 1.478 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.48 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications Original
Test was verified on 5/28/2021 ✔