Summary for Test 2026-06-13-2-1
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 995125 DEA: 101E3004 EFIS: 1018000273 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ-5-32.5/49.8 |
| Award Date | 01/12/2024 |
| Closeout Date | Not set |
| Work Description | REMOVE EXISTING PAVEMENT AND REPLACE WITH CONCRETE PAVEMENT. |
| Location Description | SAN JOAQUIN COUNTY IN AND NEAR STOCKTON FROM 0.2 MILE SOUTH OF HAMMER LANE UNDERCROSSING TO SACRAMENTO COUNTY LINE |
| QA Service Level | 1 (Verified on 09/26/2023) |
Sample Information
| Sample Taken Date | 06/13/2026 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/19/2026 | Sample type | Verification |
| A brief description of the sample | 2 cans of binder | The quantity of what the sample constitutes | 2, 1 quart cans of binder |
| From where was the sample collected | Source | First name of sampler or witnessed by | J |
| Last name of sampler or witnessed by | Mazza | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 26-0310PNO-18 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Teichert Materials Vernalis | |
| Transportation Laboratory (TL) Number | 043605 | Inspector Lot Number from the Transportation Laboratory (TL) Form | 043605 |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | Lot number | 11 | |
| Sublot number | 4 | Tank number | |
| Time of sample | HMA Supplier | TEICHERT VERNALIS | |
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | Yes |
| 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: 2026-06-13-2
DIME Test ID: 2026-06-13-2-1
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: 2026-06-24
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 06/22/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.204 kPa
Phase Angle (δ) (for the 10 cycles): 88.8 degree
Complex Modulus (G*) (for the 10 measurements): 1.693 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.69 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 6/24/2026 ✔