Summary for Test 2022-08-30-29-3
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 993193 DEA: 031H18U4 EFIS: 0321000106 |
|---|---|
| DIST-CO-RTE-PM | 03-NEV-80-13.0/16.5 |
| Award Date | 11/04/2021 |
| Closeout Date | 12/14/2023 |
| Work Description | ROADWAY EXCAVATION, JPCP AND FURNISH POLYESTER CONCRETE OVERLAY. |
| Location Description | NEVADA COUNTY IN AND NEAR TRUCKEE FROM 0.2 MILE WEST OF DONNER PARK OVERCROSSING TO ROUTE 89/267 SEPARATION |
| QA Service Level | 1 (Verified on 08/23/2021) |
Sample Information
| Sample Taken Date | 08/30/2022 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 08/31/2022 |
| Sample type | Quality Control | A brief description of the sample | 3/4" HMA w/ 15% RAP Oil, 64-28 |
| The quantity of what the sample constitutes | 1 Oil Can | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Dustan | Last name of sampler or witnessed by | Kliethermes |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Martis Valley | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-28 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | Yes |
| Multigrade Type | PG 64-28 / PG 64-16 / PG 64-10 | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-08-30-29
DIME Test ID: 2022-08-30-29-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-09-12
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 09/12/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 55.755 kPa
Phase Angle (δ) (for the 10 cycles): 47.6 degree
Complex Modulus (G*) (for the 10 measurements): 5,575.493 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 4117 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 9/12/2022 ✔