Summary for Test 2026-08-20-67-2
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1002511 DEA: 022K2104 EFIS: 0225000051 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36,172-unknown |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | FOR CONSTRUCTION ON STATE HIGHWAY IN TEHAMA COUNTY NEAR MINERAL ON ROUTE 36 FROM 1.3 MILES EAST OF NORTH JUNCTION ROUTE 89 TO 0.1 MILE WEST OF MILL CREEK BRIDGE AND ON ROUTE 172 FROM 0.7 MILE WEST OF DOGWOOD WAY TO EAST JUNCTION OF ROUTE 36. |
| QA Service Level | 1 (Verified on 08/20/2026) |
Sample Information
| Sample Taken Date | 08/20/2026 | Sample Unique Key | 67 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/27/2026 | Sample type | JMF Verification |
| A brief description of the sample | PSE Cold feed and rap | 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 | E |
| Last name of sampler or witnessed by | Chavez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Albina - Klamath Falls, OR | |
| Transportation Laboratory (TL) Number | 036649 | 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 58-34 M |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | sierra cascake | |
| Certified Asphalt Supplier | Albina Asphalt - Klamath Falls - Klamath Falls OR | Multigrade | Yes |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | 3/8" HMA-A, & #4 HMA-A | HMA Supplier Mix ID Number | 25% |
Test Details
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DIME Sample ID: 2026-08-20-67
DIME Test ID: 2026-08-20-67-2
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: 2026-09-04
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: 12.07 %
Stress Amplitude: 0.232 kPa
Phase Angle (δ) (for the 10 cycles): 66.2 degree
Complex Modulus (G*) (for the 10 measurements): 1.928 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.11 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 9/4/2026 ✔