Summary for Test 2024-07-29-27-3
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 995051 DEA: 023H6804 EFIS: 0218000006 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R28.8/R44.1 |
| Award Date | 10/26/2023 |
| Closeout Date | 09/24/2025 |
| Work Description | PLACE RHMA, PAINT TRAFFIC STRIPE, & INSTALL FIBER OPTIC CABLE SYSTEM. |
| Location Description | SHASTA COUNTY ABOUT 6 MILES NORTH OF SHASTA LAKE CITY FROM PIT RIVER BRIDGE TO 1.2 MILES SOUTH OF DOG CREEK BRIDGE |
| QA Service Level | 1 (Verified on 08/14/2023) |
Sample Information
| Sample Taken Date | 07/29/2024 | Sample Unique Key | 27 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/01/2024 | Sample type | Production Start-Up |
| A brief description of the sample | PG 58-22 3/4"HMA W/23.6% RAP | The quantity of what the sample constitutes | 2 cans |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | C |
| Last name of sampler or witnessed by | BRYINT | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Valero | |
| Transportation Laboratory (TL) Number | C853422 | 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 | ||
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2024-07-29-27
DIME Test ID: 2024-07-29-27-3
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: 36.752 kPa
Phase Angle (δ) (for the 10 cycles): 47.8 degree
Complex Modulus (G*) (for the 10 measurements): 3656.729 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 2709 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 8/7/2024 ✔