Summary for Test 2026-09-17-59-1
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1001613 DEA: 060V6104 EFIS: 0616000222 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-119-28.2/31.3 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), RCP, CLASS 2 AB, ROADWAY EXC, AND MODIFYING SIGNAL. |
| Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.1 MILE WEST OF ASHE ROAD TO ROUTE 119/99 SEPARATION |
| QA Service Level | 1 (Verified on 09/15/2025) |
Sample Information
| Sample Taken Date | 09/17/2026 | Sample Unique Key | 59 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/21/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 70-10 | The quantity of what the sample constitutes | 1 CAN OF 70-10 |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | GRIFFITH |
| Last name of sampler or witnessed by | QC | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | San Joaquin Refining Co Inc | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | 754591 | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 70-10 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | NOT ON TL 101 | |
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | 3/4" HMA-A R15 | HMA Supplier Mix ID Number | NOT ON TL 101 |
Test Details
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DIME Sample ID: 2026-09-17-59
DIME Test ID: 2026-09-17-59-1
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: 2026-09-23
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 09/22/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.147 kPa
Phase Angle (δ) (for the 10 cycles): 89.1 degree
Complex Modulus (G*) (for the 10 measurements): 1.217 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.22 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 2026-09-17-59 | 483.34 KB | 09/22/2026 | 2026-09-17-59-1 | Info |
Test was verified on 9/23/2026 ✔