Summary for Test 2022-08-31-57-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 215093 DEA: 101C2804 EFIS: 1014000134 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ-99-30.9/31.3 |
| Award Date | 10/21/2020 |
| Closeout Date | 08/30/2023 |
| Work Description | RAISED BRIDGES, REALIGN RAMPS AND CONSTRUCT AUXILIARY LANE. |
| Location Description | SAN JOAQUIN COUNTY IN LODI FROM 0.4 MILE SOUTH OF ROUTE 12/99 SEPARATION TO 0.3 MILE SOUTH OF TURNER ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 08/21/2020) |
Sample Information
| Sample Taken Date | 08/31/2022 | Sample Unique Key | 57 |
|---|---|---|---|
| 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 | PG 70-10 | The quantity of what the sample constitutes | 1 cans |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Jason |
| Last name of sampler or witnessed by | Kort | Title of sampler | Lab Technician |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Valero-Benicia Asphalt Plant | |
| Transportation Laboratory (TL) Number | 730517 | 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 70-10 |
|---|---|---|---|
| Modified | 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 | Not set | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2022-08-31-57
DIME Test ID: 2022-08-31-57-1
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: 0.158 kPa
Phase Angle (δ) (for the 10 cycles): 84.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.318 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.32 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 10/21/2022 ✔