Summary for Test 2024-01-29-17-3
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 215620 DEA: 01436404 EFIS: 0100000193 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-101-35.8/36.5 |
| Award Date | 07/11/2022 |
| Closeout Date | Not set |
| Work Description | Dr. Fine Bridge Replacement |
| Location Description | DR. FINE BRIDGE REPLACEMENT FROM LAKE EARL DR TO S FRED D. HAIGHT DR ON HWY 101 ACROSS SMITH RIVER. |
| QA Service Level | 1 (Verified on 03/26/2021) |
Sample Information
| Sample Taken Date | 01/29/2024 | Sample Unique Key | 17 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/01/2024 | Sample type | Department Acceptance |
| A brief description of the sample | Asphalt Binder Sample | The quantity of what the sample constitutes | 1 quart |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | jason |
| Last name of sampler or witnessed by | huett | Title of sampler | TET |
| Telephone number of sampler | 7078155590 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | tidewater | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Dr. Fine detour bridge | |
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Albina Asphalt (Madras Plant) - Madras 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: 2024-01-29-17
DIME Test ID: 2024-01-29-17-3
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: 2024-02-13
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 02/06/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 38.230 kPa
Phase Angle (δ) (for the 10 cycles): 49.6 degree
Complex Modulus (G*) (for the 10 measurements): 3803.792 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2897 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 2/13/2024 ✔