Summary for Test 2024-10-03-98-11
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 1000157 DEA: 024J9004 EFIS: 0223000085 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-161-15.0/17.6 |
| Award Date | 05/15/2024 |
| Closeout Date | 03/24/2025 |
| Work Description | COLD CENTRAL PLANT RECYCLING WITH HMA OVERLAY. |
| Location Description | SISKIYOU COUNTY ABOUT 3.4 MILES WEST OF TULELAKE FROM 0.2 MILE WEST OF SOUTH MERRILL ROAD TO 0.3 MILE EAST OF HILL ROAD |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 10/03/2024 | Sample Unique Key | 98 |
|---|---|---|---|
| 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 | 10/15/2024 |
| Sample type | Verification | A brief description of the sample | 58-34M PSE |
| The quantity of what the sample constitutes | 2 CANS OF AS 58-34M | From where was the sample collected | Source |
| First name of sampler or witnessed by | C | Last name of sampler or witnessed by | B |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Albina - Klamath Falls, OR | Transportation Laboratory (TL) Number | D79737 |
| 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 M |
|---|---|---|---|
| Modified | Yes | 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: 2024-10-03-98
DIME Test ID: 2024-10-03-98-11
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: 2025-01-06
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Alexis Vargas-Bastida
Date of test: 12/20/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.238 kPa
Phase Angle (δ) (for the 10 cycles): 71.2 degree
Complex Modulus (G*) (for the 10 measurements): 1.974 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.09 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 1/6/2025 ✔