Summary for Test 2022-11-03-60-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 993867 DEA: 010H8804 EFIS: 0118000122 |
|---|---|
| DIST-CO-RTE-PM | 01-LAK-29-R34.9/R35.2 |
| Award Date | 08/02/2022 |
| Closeout Date | 01/23/2023 |
| Work Description | KELSEY CREEK L TURN CHANNELIZATION |
| Location Description | LAKE COUNTY AT KELSEYVILLE FROM KELSEY CREEK BRIDGE TO 0.1 MILE NORTH OF KELSEY CREEK DRIVE |
| QA Service Level | 1 (Verified on 06/13/2022) |
Sample Information
| Sample Taken Date | 11/03/2022 | Sample Unique Key | 60 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/28/2022 | Sample type | Quality Assurance |
| A brief description of the sample | BINDER | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Source | First name of sampler or witnessed by | A |
| Last name of sampler or witnessed by | Flores | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Unknown | |
| 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 58-22 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Granite 175 | |
| 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: 2022-11-03-60
DIME Test ID: 2022-11-03-60-1
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: 2022-11-30
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 11/29/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.177 kPa
Phase Angle (δ) (for the 10 cycles): 86.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.477 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.48 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 11/30/2022 ✔