Summary for Test 2025-09-17-63-1
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1000962 DEA: 09398404 EFIS: 0924000045 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-T122.0/R129.5 |
| Award Date | 05/14/2025 |
| Closeout Date | 10/31/2025 |
| Work Description | ASPHALTIC EMULSION (FOG SEAL COAT) & PRECOATED AGGREGATE (SEAL COAT). |
| Location Description | INYO COUNTY IN AND NEAR MESA FROM 0.4 MILE SOUTH OF PLEASANT VALLEY DAM ROAD TO 1.3 MILES NORTH OF GORGE ROAD |
| QA Service Level | 1 (Verified on 04/09/2025) |
Sample Information
| Sample Taken Date | 09/17/2025 | Sample Unique Key | 63 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/29/2025 | Sample type | Quality Assurance |
| A brief description of the sample | 58-22 | 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 | NA |
| Last name of sampler or witnessed by | NA | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Centennial Asphalt | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | 998449 | |
| 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 | ||
| Certified Asphalt Supplier | Centennial Asphalt - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2025-09-17-63
DIME Test ID: 2025-09-17-63-1
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: 2025-10-02
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 10/02/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.150 kPa
Phase Angle (δ) (for the 10 cycles): 87.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.243 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.24 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 10/2/2025 ✔