Summary for Test 2020-06-19-20-5
Test performed: AASHTO T315-16Project Information
| Project Identifiers | Project ID: 214528 DEA: 024G5404 EFIS: 0214000024 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-40.3/42.1 |
| Award Date | 01/08/2020 |
| Closeout Date | 09/15/2021 |
| Work Description | PLACE HMA AND MINOR CONCRETE, AND MODIFY ELECTRICAL SYSTEM. |
| Location Description | TEHAMA COUNTY IN RED BLUFF FROM 0.6 MILE EAST OF BAKER ROAD TO 0.2 MILE EAST OF EAST SAND SLOUGH BRIDGE |
| QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
| Sample Taken Date | 06/19/2020 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 10/14/2020 |
| Sample type | Acceptance | A brief description of the sample | Asphalt Binder |
| The quantity of what the sample constitutes | 2 cans, Test 2/2 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Devin | Last name of sampler or witnessed by | Owens |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Valero - Benicia | Transportation Laboratory (TL) Number | Unknown |
| 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 | |
| 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: 2020-06-19-20
DIME Test ID: 2020-06-19-20-5
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: 2020-10-28
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 10/27/2020
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 45.567 kPa
Phase Angle (δ) (for the 10 cycles): 48.3 degree
Complex Modulus (G*) (for the 10 measurements): 4556.257 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 3402 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standards and Specifications
Test was verified on 10/28/2020 ✔