Summary for Test 2024-08-19-84-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 1000089 DEA: 024J8904 EFIS: 0223000084 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-6.0/R12.6 |
| Award Date | 04/04/2024 |
| Closeout Date | 01/24/2025 |
| Work Description | RHMA (GAP GRADED) OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TEHAMA COUNTY NEAR PLATINA FROM 3.3 MILES WEST OF VESTAL ROAD TO 2.3 MILES EAST OF DRY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 08/19/2024 | Sample Unique Key | 84 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/16/2024 | Sample type | Production Start-Up |
| A brief description of the sample | Asphalt Binder Sample | The quantity of what the sample constitutes | 1 of 2 cans |
| From where was the sample collected | Source | First name of sampler or witnessed by | Joel |
| Last name of sampler or witnessed by | Williams | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Pacific North West | |
| Transportation Laboratory (TL) Number | C895206 | 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 | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton 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: 2024-08-19-84
DIME Test ID: 2024-08-19-84-1
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: 2024-09-27
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 09/25/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.153 kPa
Phase Angle (δ) (for the 10 cycles): 86.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.265 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.27 kPa
General comments (publicly viewable) (Max 1000 characters): Original
Test was verified on 9/27/2024 ✔