Summary for Test 2024-01-22-20-5
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 995442 DEA: 024J8604 EFIS: 0223000081 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-40.7/50.5 |
| Award Date | 01/10/2024 |
| Closeout Date | 11/27/2024 |
| Work Description | PLACE ASPHALT-RUBBER CHIP SEAL AND THERMOPLASTIC TRAFFIC STRIPE. |
| Location Description | SHASTA COUNTY NEAR ROUND MOUNTAIN FROM 0.9 MILE WEST OF SEAMAN GULCH ROAD TO 1.6 MILES EAST OF LIMESTONE QUARRY ROAD |
| QA Service Level | 1 (Verified on 11/27/2023) |
Sample Information
| Sample Taken Date | 01/22/2024 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 05/02/2024 |
| Sample type | Quality Assurance | 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 | Unknown | Last name of sampler or witnessed by | Unknown |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | PG641612224KF40 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Albina - Klamath Falls, OR | Transportation Laboratory (TL) Number | |
| 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 64-16 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | 40 | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Albina Asphalt (Klamath Falls Plant) - Klamath Falls OR | Multigrade | Yes |
| Multigrade Type | PG 64-16 / PG 64-10 | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2024-01-22-20
DIME Test ID: 2024-01-22-20-5
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: 2024-05-15
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 05/10/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 32.815 kPa
Phase Angle (δ) (for the 10 cycles): 50.2 degree
Complex Modulus (G*) (for the 10 measurements): 3265.047 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2508 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 5/15/2024 ✔
