Summary for Test 2026-08-31-36-1
Test performed: AASHTO T315-24Project 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 | 08/31/2026 | Sample Unique Key | 36 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/04/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 1 quart of PG 64-46 | The quantity of what the sample constitutes | 1 Quart Can |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | PEI |
| Last name of sampler or witnessed by | QC | Title of sampler | QC Tech |
| Telephone number of sampler | Laboratory sample identification | 26-175 | |
| Linked DIME Sample ID | 025857 | The fabricator/manufacturer/facility name | Smith River- Tide Water |
| Transportation Laboratory (TL) Number | 025857 | 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 | 1 | |
| Sublot number | 1 | Tank number | |
| Time of sample | HMA Supplier | Smith River- Tide Water | |
| Certified Asphalt Supplier | Albina Asphalt - Klamath Falls - Klamath Falls OR | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | 1/2" HMA 15% RAP | HMA Supplier Mix ID Number | Not on TL-101 |
Test Details
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DIME Sample ID: 2026-08-31-36
DIME Test ID: 2026-08-31-36-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2026-09-09
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 09/08/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.156 kPa
Phase Angle (δ) (for the 10 cycles): 86.2 degree
Complex Modulus (G*) (for the 10 measurements): 1.296 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.30 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 9/9/2026 ✔