Summary for Test 2026-09-14-50-1
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1001562 DEA: 010H5704 EFIS: 0117000237 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-101-20.9/28.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | PLACE ASPHALT, VEGETATION CONTROL & INSTALL HIGH TENSION CABLE BARRIER |
| Location Description | MENDOCINO COUNTY IN AND NEAR UKIAH FROM NORTH OF ROBINSON CREEK BRIDGE TO POMO LANE UNDERCROSSING |
| QA Service Level | 1 (Verified on 09/02/2025) |
Sample Information
| Sample Taken Date | 09/14/2026 | Sample Unique Key | 50 |
|---|---|---|---|
| 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 | 60K MILESTONE | The quantity of what the sample constitutes | 1 can |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Summer |
| Last name of sampler or witnessed by | Anderson | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 26-181 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Ukiah | |
| Transportation Laboratory (TL) Number | 036212 | Inspector Lot Number from the Transportation Laboratory (TL) Form | 036212 |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
|---|---|---|---|
| Modified | Lot number | 6 | |
| Sublot number | 5 | Tank number | |
| Time of sample | HMA Supplier | Granite Ukiah | |
| Certified Asphalt Supplier | Valero Benicia Refinery - Benicia CA | Multigrade | Yes |
| Multigrade Type | PG 58-22 / PG 58-16 | Asphalt Binder Mix Number | |
| HMA Type | 3/4" HMA w 25 % RAP | HMA Supplier Mix ID Number | 15368 |
Test Details
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DIME Sample ID: 2026-09-14-50
DIME Test ID: 2026-09-14-50-1
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: 0.204 kPa
Phase Angle (δ) (for the 10 cycles): 86.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.694 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.70 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 2026-09-14-50 | 253.04 KB | 09/22/2026 | 2026-09-14-50-1 | Info |
Test was verified on 9/23/2026 ✔