Summary for Test 2025-06-12-57-1
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 994116 DEA: 010J4104 EFIS: 0119000025 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-299-30.7/33.4 |
| Award Date | 11/23/2022 |
| Closeout Date | Not set |
| Work Description | Project Name: HUM-299 Curve Improvement |
| Location Description | HUMBOLDT COUNTY NEAR WILLOW CREEK FROM 0.1 MILE EAST OF CEDAR CREEK ROAD TO 0.1 MILE EAST OF EAST FORK WILLOW CREEK BRIDGE |
| QA Service Level | 1 (Verified on 07/29/2022) |
Sample Information
| Sample Taken Date | 06/12/2025 | Sample Unique Key | 57 |
|---|---|---|---|
| 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 | 06/17/2025 |
| Sample type | Verification | A brief description of the sample | 3/4HMA A 15rap PG64-16 Valero |
| The quantity of what the sample constitutes | 1 can of binder | From where was the sample collected | Source |
| First name of sampler or witnessed by | Ethan | Last name of sampler or witnessed by | R |
| Title of sampler | Consultant Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Kernen Construction — Hatchery Lane Facility (Arcata, CA) | Transportation Laboratory (TL) Number | 00000 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | VSS Emutech - Redding CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2025-06-12-57
DIME Test ID: 2025-06-12-57-1
Testing Lab: Atlas - Denver
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: 2025-07-09
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Atlas
Date of test: 07/01/2025
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): 87.2 degree
Complex Modulus (G*) (for the 10 measurements): 1.222 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.22 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 7/9/2025 ✔