Summary for Test 2026-08-25-59-3
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1001563 DEA: 020J5504 EFIS: 0219000135 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-161-4.5/9.1 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | FULL DEPTH RECYCLING-CEMENT, PLACE HMA & REPLACE INTERPRETIVE DISPLAY. |
| Location Description | SISKIYOU COUNTY NEAR DORRIS FROM 4.5 MILES EAST OF ROUTE 97 TO 2.1 MILES WEST OF FUGATE ROAD |
| QA Service Level | 1 (Verified on 09/02/2025) |
Sample Information
| Sample Taken Date | 08/25/2026 | Sample Unique Key | 59 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/03/2026 | Sample type | Verification |
| A brief description of the sample | 2 CANS OF PG 58-22 | The quantity of what the sample constitutes | 1 of 2 cans |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | J |
| Last name of sampler or witnessed by | DELGADO | Title of sampler | CONSULTANT |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Albina - Klamath Falls, OR | |
| Transportation Laboratory (TL) Number | 845650 | Inspector Lot Number from the Transportation Laboratory (TL) Form | 845650 |
| 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 | ROCKY MOUNTAIN CONST.- NORTH PIT | |
| Certified Asphalt Supplier | Albina Asphalt - Klamath Falls - Klamath Falls OR | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | 3/4" HMA 25% RAP | HMA Supplier Mix ID Number | NOT ON TL-101 |
Test Details
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DIME Sample ID: 2026-08-25-59
DIME Test ID: 2026-08-25-59-3
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: 2026-09-14
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 09/04/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.257 kPa
Phase Angle (δ) (for the 10 cycles): 84.2 degree
Complex Modulus (G*) (for the 10 measurements): 2.130 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.14 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 9/14/2026 ✔