Summary for Test 2026-07-16-39-3
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1000561 DEA: 010J8904 EFIS: 0119000119 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-36-3.9/6.0 |
| Award Date | 12/06/2024 |
| Closeout Date | Not set |
| Work Description | HOT MIX ASPHALT, AGGREGATE BASE, AND STRUCTURAL CONCRETE. |
| Location Description | HUMBOLDT COUNTY AT CARLOTTA FROM 0.2 MILE WEST OF FISHER ROAD TO 0.2 MILE WEST OF WILDER ROAD |
| QA Service Level | 1 (Verified on 09/23/2024) |
Sample Information
| Sample Taken Date | 07/16/2026 | Sample Unique Key | 39 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 07/21/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 1 can of PG 64-28M |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Source |
| First name of sampler or witnessed by | CHASE | Last name of sampler or witnessed by | PETERSON |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | MERCER FRASER-FORTUNA | Transportation Laboratory (TL) Number | 544554 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 544554 | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-28 M |
|---|---|---|---|
| Modified | Yes | Lot number | 26139 |
| Sublot number | 26139 | Tank number | |
| Time of sample | HMA Supplier | MERCER FRASER- FORTUNA | |
| Certified Asphalt Supplier | Western Emulsions - White City Emulsion Plant - White City OR | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | 1/2" HMA-0 | HMA Supplier Mix ID Number | NOT ON TL-101 |
Test Details
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DIME Sample ID: 2026-07-16-39
DIME Test ID: 2026-07-16-39-3
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: 2026-08-05
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 08/05/2026
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.01 %
Stress Amplitude: 40.777 kPa
Phase Angle (δ) (for the 10 cycles): 46.4 degree
Complex Modulus (G*) (for the 10 measurements): 4057.287 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 2938 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 8/5/2026 ✔