Summary for Test 2026-08-13-72-1
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1001371 DEA: 024F90U4 EFIS: 0224000157 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-41.0/41.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | HMA PAVEMENT, ELECTRICAL, LANDSCAPING AND DRAINAGE. |
| Location Description | SISKIYOU COUNTY AT AND NEAR HAPPY CAMP FROM INDIAN CREEK BRIDGE TO 0.2 MILE EAST OF DAVIS ROAD |
| QA Service Level | 1 (Verified on 07/08/2025) |
Sample Information
| Sample Taken Date | 08/13/2026 | Sample Unique Key | 72 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/28/2026 | Sample type | Production Start-Up |
| A brief description of the sample | PG 58-22 | The quantity of what the sample constitutes | 2 CANS OF PG 58-22 |
| From where was the sample collected | Source | 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 | JF Shea Fawndale | |
| Transportation Laboratory (TL) Number | 845654 | Inspector Lot Number from the Transportation Laboratory (TL) Form | 845654 |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
|---|---|---|---|
| Modified | Lot number | 1 | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | JF Shea - Fawndale | |
| Certified Asphalt Supplier | Albina Asphalt - Klamath Falls - Klamath Falls OR | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | 1/2" HMA 23.6% RAP | HMA Supplier Mix ID Number | NONE LISTED |
Test Details
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DIME Sample ID: 2026-08-13-72
DIME Test ID: 2026-08-13-72-1
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: 2026-09-01
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 08/31/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.218 kPa
Phase Angle (δ) (for the 10 cycles): 85.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.808 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.81 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 9/1/2026 ✔