Summary for Test 2021-04-07-22-4
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 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/10/2021 | Sample type | Department 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 | ||
| Bid Item | Not set |
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 |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2021-04-07-22
DIME Test ID: 2021-04-07-22-4
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: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 05/18/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 49.295 kPa
Phase Angle (δ) (for the 10 cycles): 49.4 degree
Complex Modulus (G*) (for the 10 measurements): 4929.562 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 3743 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV
Test was verified on 5/28/2021 ✔