Summary for Test 2024-07-22-83-3
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 995221 DEA: 024H0004 EFIS: 0218000067 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-97,161-45.0/54.1,0.0/0.8 |
| Award Date | 02/23/2024 |
| Closeout Date | Not set |
| Work Description | HOT MIX ASPHALT, PAVEMENT DELINEATION, & ELECTRICAL WORK. |
| Location Description | SISKIYOU COUNTY IN AND NEAR DORRIS ON ROUTE 97 FROM 0.3 MILE SOUTH OF SAMS NECK ROAD TO OREGON STATE LINE AND ON ROUTE 161 FROM ROUTE 97 TO 0.6 MILE EAST OF INDIAN TOM LAKE ROAD |
| QA Service Level | 1 (Verified on 11/27/2023) |
Sample Information
| Sample Taken Date | 07/22/2024 | Sample Unique Key | 83 |
|---|---|---|---|
| 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 | 07/26/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 2 cans |
| The quantity of what the sample constitutes | 2 cans for chip seal/seal coats | From where was the sample collected | Source |
| First name of sampler or witnessed by | C. | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | 2024-07-24-38 | |
| The fabricator/manufacturer/facility name | Albina - Klamath Falls, OR | Transportation Laboratory (TL) Number | C891203 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | D79656 | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-28 |
|---|---|---|---|
| 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: 2024-07-22-83
DIME Test ID: 2024-07-22-83-3
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: 2024-08-05
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 08/01/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 47.724 kPa
Phase Angle (δ) (for the 10 cycles): 43.8 degree
Complex Modulus (G*) (for the 10 measurements): 4748.411 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 3287 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 8/5/2024 ✔