Summary for Test 2022-07-12-52-1
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 215374 DEA: 060X2704 EFIS: 0618000048 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-5-37.2/48.8 |
| Award Date | 05/11/2022 |
| Closeout Date | 05/09/2025 |
| Work Description | PAVEMENT REHABILITATION |
| Location Description | FROM 1.9 MILES NORTH OF THREE ROCKS ROAD UC TO 0.2 MILES SOUTH OF PANOCHE ROAD OC |
| QA Service Level | 1 (Verified on 12/16/2020) |
Sample Information
| Sample Taken Date | 07/12/2022 | Sample Unique Key | 52 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/21/2022 | Sample type | Department Acceptance |
| A brief description of the sample | PG70-10 | The quantity of what the sample constitutes | 1 of 1 can |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | G Litt |
| Last name of sampler or witnessed by | NA | Title of sampler | NA |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | San Joaquin Refinery | |
| Transportation Laboratory (TL) Number | 039493 | 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 | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-07-12-52
DIME Test ID: 2022-07-12-52-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-07-29
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/28/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.151 kPa
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.256 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.26 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 7/29/2022 ✔