Summary for Test 2026-05-11-43-1
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 | 05/11/2026 | Sample Unique Key | 43 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 05/20/2026 |
| Sample type | Acceptance | A brief description of the sample | JMF Verification |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | K | Last name of sampler or witnessed by | M |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Ukiah | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 900189 | 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 | JMF Verification | |
| Time of sample | HMA Supplier | Granite Ukiah | |
| Certified Asphalt Supplier | Valero Benicia Refinery - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2026-05-11-43
DIME Test ID: 2026-05-11-43-1
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: 2026-05-21
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 05/21/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.189 kPa
Phase Angle (δ) (for the 10 cycles): 86.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.567 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.57 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 5/21/2026 ✔