Summary for Test 2022-10-05-60-1
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 | 10/05/2022 | Sample Unique Key | 60 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/13/2022 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4" HMA Oil | The quantity of what the sample constitutes | 3 Oil Cans |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Robert |
| Last name of sampler or witnessed by | Sears | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | 2022-10-05-48 | 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 | ||
| Bid Item | Not set |
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 | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2022-10-05-60
DIME Test ID: 2022-10-05-60-1
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: 2022-10-21
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 10/14/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.143 kPa
Phase Angle (δ) (for the 10 cycles): 83.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.189 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.20 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 10/21/2022 ✔