Summary for Test 2026-06-15-90-1
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1001510 DEA: 021J2904 EFIS: 0220000055 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-88.1/89.5 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | CABLE NET ATTENUATOR, ROADWAY EXCAVATION AND BOULDER REMOVAL. |
| Location Description | SHASTA COUNTY NEAR FALL RIVER MILLS FROM 2.7 MILES WEST OF FALL RIVER GOLF ROAD TO 1.2 MILES WEST OF FALL RIVER GOLF ROAD |
| QA Service Level | 1 (Verified on 09/02/2025) |
Sample Information
| Sample Taken Date | 06/15/2026 | Sample Unique Key | 90 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/27/2026 | Sample type | JMF Verification |
| A brief description of the sample | 1 can of PG 64-28 | The quantity of what the sample constitutes | 1 Can of binder |
| From where was the sample collected | Source | First name of sampler or witnessed by | PEI |
| Last name of sampler or witnessed by | . | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | |
| Transportation Laboratory (TL) Number | 875931 | Inspector Lot Number from the Transportation Laboratory (TL) Form | 875931 |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-28 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Tullis - Northstate Asphalt - Redding, CA | |
| Certified Asphalt Supplier | Albina Asphalt - Klamath Falls - Klamath Falls OR | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | 1/2" HMA-A 15% RAP PG 64-28 | HMA Supplier Mix ID Number | NOT ON TL-101 |
Test Details
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DIME Sample ID: 2026-06-15-90
DIME Test ID: 2026-06-15-90-1
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: 2026-07-28
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 07/28/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.241 kPa
Phase Angle (δ) (for the 10 cycles): 80.4 degree
Complex Modulus (G*) (for the 10 measurements): 2.002 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 2.03 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 7/28/2026 ✔