Summary for Test 2022-10-28-25-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 993208 DEA: 034F38U4 EFIS: 0321000092 |
|---|---|
| DIST-CO-RTE-PM | 03-YUB-70-16.2/25.8 |
| Award Date | 11/04/2021 |
| Closeout Date | Not set |
| Work Description | WIDEN SHOULDERS AND IMPROVE CLEAR RECOVERY ZONE. |
| Location Description | YUBA COUNTY NEAR MARYSVILLE FROM 0.2 MILE NORTH OF LAURELLEN ROAD TO SOUTH HONCUT CREEK BRIDGE |
| QA Service Level | 1 (Verified on 09/10/2021) |
Sample Information
| Sample Taken Date | 10/28/2022 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 11/01/2022 |
| Sample type | Acceptance | A brief description of the sample | PG58-22 |
| The quantity of what the sample constitutes | 1 of 1 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jeremy | Last name of sampler or witnessed by | (Plant QC Rep) |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Valero - Benicia, CA | Transportation Laboratory (TL) Number | 804197 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | Yes |
| Multigrade Type | PG 58-22 / PG 58-16 | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2022-10-28-25
DIME Test ID: 2022-10-28-25-1
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: 2022-11-08
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 11/07/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.196 kPa
Phase Angle (δ) (for the 10 cycles): 84.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.629 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.64 kPa
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/8/2022 ✔