Summary for Test 2022-08-23-76-1
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 | 08/23/2022 | Sample Unique Key | 76 |
---|---|---|---|
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 | 08/26/2022 |
Sample type | Quality Control | A brief description of the sample | 3/4" HMA w/ 15% RAP |
The quantity of what the sample constitutes | 2 Oil Cans | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Sergio | Last name of sampler or witnessed by | Tostado |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | 2022-08-23-26 | |
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 | 1 |
Sublot number | 1 | 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
DIME Sample ID: 2022-08-23-76
DIME Test ID: 2022-08-23-76-1
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: 2022-09-02
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Adam Herrera
Date of test: 08/30/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.145 kPa
Phase Angle (δ) (for the 10 cycles): 83.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.212 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.22 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 9/2/2022 ✔