Summary for Test 2026-08-06-66-1
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1002539 DEA: 042X7104 EFIS: 0425000144 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL--unknown |
| Award Date | 06/09/2026 |
| Closeout Date | Not set |
| Work Description | HM1 Pavement |
| Location Description | SOLANO COUNTY NEAR DIXON ON ROUTE 80 AT PEDRICK ROAD OVERCROSSING AND ON ROUTE 113 FROM ROUTE 12 TO 0.3 MILE SOUTH OF PARKWAY BOULEVARD |
| QA Service Level | 1 (Verified on 08/11/2026) |
Sample Information
| Sample Taken Date | 08/06/2026 | Sample Unique Key | 66 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/10/2026 | Sample type | JMF Verification |
| A brief description of the sample | 2 cans of PG 64-10 | The quantity of what the sample constitutes | 2, 1 quart cans |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Cody |
| Last name of sampler or witnessed by | Cordero | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Teichert Woodland | |
| Transportation Laboratory (TL) Number | CON-080626-1 | Inspector Lot Number from the Transportation Laboratory (TL) Form | CON-080626-1 |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Teichert- Woodland | |
| Certified Asphalt Supplier | VSS Emultech - West Sacramento - West Sacramento CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | NOT LISTED ON TL101 | HMA Supplier Mix ID Number | 306-40332428-VSS |
Test Details
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DIME Sample ID: 2026-08-06-66
DIME Test ID: 2026-08-06-66-1
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: 2026-08-13
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 08/13/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.165 kPa
Phase Angle (δ) (for the 10 cycles): 87.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.364 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.37 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 8/13/2026 ✔