Summary for Test 2024-05-20-142-4
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 995031 DEA: 023H82U4 EFIS: 0223000011 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-44-0.0/37.2 |
| Award Date | 10/24/2023 |
| Closeout Date | 07/03/2025 |
| Work Description | REPLACE AC SURFACING, PLACE RHMA, HMA, THERMOPLASTIC TRAFFIC STRIPE. |
| Location Description | LASSEN COUNTY ABOUT 9 MILES EAST OF OLD STATION FROM SHASTA COUNTY LINE TO ROUTE 36 |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 05/20/2024 | Sample Unique Key | 142 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/06/2024 | Sample type | Verification |
| A brief description of the sample | PG 58-34 Non-Modified Binder | The quantity of what the sample constitutes | 1 of 1 can |
| From where was the sample collected | Source | First name of sampler or witnessed by | Brandon |
| Last name of sampler or witnessed by | White | 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 | C692886 | Inspector Lot Number from the Transportation Laboratory (TL) Form | D79546 |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-34 M |
|---|---|---|---|
| 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: 2024-05-20-142
DIME Test ID: 2024-05-20-142-4
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: 2024-06-18
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 06/17/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 69.364 kPa
Phase Angle (δ) (for the 10 cycles): 39.2 degree
Complex Modulus (G*) (for the 10 measurements): 6901.624 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 4362 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 6/18/2024 ✔