Summary for Test 2024-07-26-30-3
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 1000002 DEA: 010M6404 EFIS: 0123000051 |
|---|---|
| DIST-CO-RTE-PM | 01-LAK-29-R45.1/52.5 |
| Award Date | 03/14/2024 |
| Closeout Date | 03/20/2025 |
| Work Description | RHMA-G, COLD PLANE AC PAVEMENT, AND PAVEMENT DELINEATION. |
| Location Description | LAKE COUNTY NEAR LAKEPORT FROM PARK WAY OVERCROSSING TO ROUTE 20 |
| QA Service Level | 1 (Verified on 01/10/2024) |
Sample Information
| Sample Taken Date | 07/26/2024 | Sample Unique Key | 30 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 07/29/2024 |
| Sample type | Verification | A brief description of the sample | 1 can PG 58-22 binder |
| The quantity of what the sample constitutes | 1 can binder | From where was the sample collected | Source |
| First name of sampler or witnessed by | Thomas | Last name of sampler or witnessed by | Iliffle |
| Title of sampler | Plant QC | Telephone number of sampler | |
| Laboratory sample identification | 24-139 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite HWY 175 | Transportation Laboratory (TL) Number | 802720 |
| 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 | 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 |
Test Details
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DIME Sample ID: 2024-07-26-30
DIME Test ID: 2024-07-26-30-3
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: 2024-08-07
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 08/06/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 32.323 kPa
Phase Angle (δ) (for the 10 cycles): 48.4 degree
Complex Modulus (G*) (for the 10 measurements): 3216.104 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 2405 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 8/7/2024 ✔