Summary for Test 2020-09-24-18-5
Test performed: AASHTO T315-16Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
| Award Date | 11/06/2018 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 09/24/2020 | Sample Unique Key | 18 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/03/2020 | Sample type | Department Acceptance |
| A brief description of the sample | TEST Asphalt Binder | The quantity of what the sample constitutes | 1 can, #2 Test |
| From where was the sample collected | Source | First name of sampler or witnessed by | Aontin |
| Last name of sampler or witnessed by | Aontin | Title of sampler | Materials Tester |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Valero | |
| Transportation Laboratory (TL) Number | 037353-2 | 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 64-10 |
|---|---|---|---|
| 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 |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2020-09-24-18
DIME Test ID: 2020-09-24-18-5
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: 2020-11-05
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 11/05/2020
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 21.450 kPa
Phase Angle (δ) (for the 10 cycles): 53.5 degree
Complex Modulus (G*) (for the 10 measurements): 2144.869 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 1724 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standards and Specifications
Test was verified on 11/5/2020 ✔