Summary for Test 2026-04-22-39-1
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1000997 DEA: 010J2104 EFIS: 0118000190 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-101-R2.6/23.9 |
| Award Date | 06/06/2025 |
| Closeout Date | Not set |
| Work Description | RHMA, HMA, AND COLD PLANE ASPHALT CONCRETE PAVEMENT. |
| Location Description | DEL NORTE COUNTY IN AND NEAR KLAMATH FROM 1.2 MILES SOUTH OF KLAMATH RIVER OVERFLOW TO 1.1 MILE NORTH OF HAMILTON ROAD |
| QA Service Level | 1 (Verified on 03/21/2025) |
Sample Information
| Sample Taken Date | 04/22/2026 | Sample Unique Key | 39 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/28/2026 | Sample type | Quality Assurance |
| A brief description of the sample | binder | The quantity of what the sample constitutes | 1 qt can |
| 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 | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Mercer Fraser Boyd Road | |
| Transportation Laboratory (TL) Number | 000000 | 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 58-22 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Mercer Fraser Boyd Rd. | |
| Certified Asphalt Supplier | Western Emulsions - White City Emulsion Plant - White City 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: 2026-04-22-39
DIME Test ID: 2026-04-22-39-1
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: 2026-04-28
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 04/28/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.190 kPa
Phase Angle (δ) (for the 10 cycles): 86.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.572 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.58 kPa
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/28/2026 ✔