Summary for Test 2025-04-02-10-3
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 994310 DEA: 034F6504 EFIS: 0314000233 |
|---|---|
| DIST-CO-RTE-PM | 03-YOL-50,80-0.0/2.5,4.1/R11.4 |
| Award Date | 04/07/2023 |
| Closeout Date | Not set |
| Work Description | CRCP, HMA (TYPE A), RDWY EXC, CLASS 2 AB, FIBER OPTIC CABLE SYSTEMS. |
| Location Description | YOLO COUNTY IN AND NEAR WEST SACRAMENTO ON ROUTE 80 FROM 1.7 MILES EAST OF MACE BOULEVARD OVERCROSSING TO SACRAMENTO RIVER BRIDGE AND OVERHEAD (BRYTE BEND) AND ON ROUTE 50 FROM ROUTE 80 JUNCTION TO JEFFERSON BOULEVARD UNDERCROSSING |
| QA Service Level | 1 (Verified on 10/04/2022) |
Sample Information
| Sample Taken Date | 04/02/2025 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 04/07/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/4" HMA-SP w/ 13% RAP, PG 64-16 |
| The quantity of what the sample constitutes | 2 cans | From where was the sample collected | Source |
| First name of sampler or witnessed by | Dustan | Last name of sampler or witnessed by | Kliethermes |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 4937 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Teichert Perkins | 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 | 5 |
| Sublot number | 1 | Tank number | |
| Time of sample | HMA Supplier | Teichert Perkins | |
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2025-04-02-10
DIME Test ID: 2025-04-02-10-3
Testing Lab: WSP USA - Phoenix
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: 2025-04-18
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: WSP
Date of test: 04/16/2025
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 33.278 kPa
Phase Angle (δ) (for the 10 cycles): 50.5 degree
Complex Modulus (G*) (for the 10 measurements): 3327.149 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2567 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 4/18/2025 ✔