Summary for Test 2025-05-22-51-3
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1000698 DEA: 024H0704 EFIS: 0218000074 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-139-0.74/11.0 |
| Award Date | 01/29/2025 |
| Closeout Date | 09/25/2026 |
| Work Description | PLACE HMA (TYPE A), TRAFFIC CONTROL SYSTEM, TRAFFIC STRIPE, RDWY EXC. |
| Location Description | LASSEN COUNTY NEAR SUSANVILLE FROM 0.1 MILE NORTH OF CHESTNUT STREET TO 2.6 MILES SOUTH OF HORSE LAKE ROAD |
| QA Service Level | 1 (Verified on 10/24/2024) |
Sample Information
| Sample Taken Date | 05/22/2025 | Sample Unique Key | 51 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/02/2025 | Sample type | Quality Assurance |
| A brief description of the sample | PG 58-34 | The quantity of what the sample constitutes | 2 Cans |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Joe |
| Last name of sampler or witnessed by | Delgado | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hot Creek Word Lake | |
| Transportation Laboratory (TL) Number | 867337 | 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 58-34 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Albina Asphalt (Klamath Falls Plant) - Klamath Falls OR | 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: 2025-05-22-51
DIME Test ID: 2025-05-22-51-3
Testing Lab: Atlas - Denver
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2025-06-25
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Atlas
Date of test: 06/12/2025
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.01 %
Stress Amplitude: 50.656 kPa
Phase Angle (δ) (for the 10 cycles): 39.3 degree
Complex Modulus (G*) (for the 10 measurements): 5040.184 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 3192 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 6/25/2025 ✔