Summary for Test 2025-05-14-46-9
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1000636 DEA: 024H03U4 EFIS: 0224000026 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-12.9/20.0,20.6/21.0 |
| Award Date | 12/20/2024 |
| Closeout Date | Not set |
| Work Description | HMA OVERLAY. |
| Location Description | PLUMAS COUNTY IN AND NEAR GREENVILLE FROM 0.8 MILE SOUTH OF DIXIE CANYON ROAD TO WOLF CREEK BRIDGE AND FROM MILL STREET TO 0.4 MILE NORTH OF HILLSIDE DRIVE |
| QA Service Level | 1 (Verified on 09/24/2024) |
Sample Information
| Sample Taken Date | 05/14/2025 | Sample Unique Key | 46 |
|---|---|---|---|
| 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 | 05/20/2025 |
| 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 | Source |
| First name of sampler or witnessed by | S | Last name of sampler or witnessed by | L |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Ward Lake | Transportation Laboratory (TL) Number | 857979 |
| 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 |
Test Details
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DIME Sample ID: 2025-05-14-46
DIME Test ID: 2025-05-14-46-9
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
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: 2025-06-06
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Luis Maca
Date of test: 06/06/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.143 kPa
Phase Angle (δ) (for the 10 cycles): 82.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.183 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.19 kPa
General comments (publicly viewable) (Max 1000 characters): Original
Test was verified on 6/6/2025 ✔