Summary for Test 2025-10-07-76-1
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1000176 DEA: 034H76U4 EFIS: 0323000040 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT-32-5.0/10.2 |
| Award Date | 06/17/2024 |
| Closeout Date | Not set |
| Work Description | REHABILITATE PAVEMENT, INSTALL SIGNAL, LIGHTING, DRAINAGE, & ADA RAMPS |
| Location Description | BUTTE COUNTY IN CHICO FROM MUIR AVENUE TO INTERCHANGE OF STATE ROUTES 99 AND 32 |
| QA Service Level | 1 (Verified on 04/18/2024) |
Sample Information
| Sample Taken Date | 10/07/2025 | Sample Unique Key | 76 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 11/04/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 64-16 |
| 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 | Mark | Last name of sampler or witnessed by | Atteberry |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | krg orland | Transportation Laboratory (TL) Number | 955755 |
| 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 64-16 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2025-10-07-76
DIME Test ID: 2025-10-07-76-1
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: 2025-11-05
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 11/05/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.142 kPa
Phase Angle (δ) (for the 10 cycles): 87.8 degree
Complex Modulus (G*) (for the 10 measurements): 1.174 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.17 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 11/5/2025 ✔