Summary for Test 2025-03-12-13-1
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1000898 DEA: 010N8304 EFIS: 0124000116 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-96-4.9/R13.3 |
| Award Date | 04/03/2025 |
| Closeout Date | 11/03/2025 |
| Work Description | PLACE RUBBER CHIP SEAL, MICRO-SURFACING, AND REPLACE AC SURFACING. |
| Location Description | HUMBOLDT COUNTY AT HOOPA FROM 4.6 MILES EAST OF WILLOW CREEK BRIDGE TO HOSTLER CREEK BRIDGE |
| QA Service Level | 1 (Verified on 03/21/2025) |
Sample Information
| Sample Taken Date | 03/12/2025 | Sample Unique Key | 13 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/02/2025 | Sample type | Informational |
| A brief description of the sample | PG 64-16 | The quantity of what the sample constitutes | 2 Quart cans |
| From where was the sample collected | Source | First name of sampler or witnessed by | Unknown |
| Last name of sampler or witnessed by | Witness | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | American Pavement Systems | |
| Transportation Laboratory (TL) Number | 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 | 40 | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Albina Asphalt (Klamath Falls Plant) - Klamath Falls OR | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2025-03-12-13
DIME Test ID: 2025-03-12-13-1
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: 2025-06-04
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Luis Maca
Date of test: 06/03/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.138 kPa
Phase Angle (δ) (for the 10 cycles): 87.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.147 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.15 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 6/4/2025 ✔