Summary for Test 2023-10-27-32-3
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 994534 DEA: 010H1604 EFIS: 0117000117 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-101-R33.7/R43.2 |
| Award Date | 05/04/2023 |
| Closeout Date | 10/26/2026 |
| Work Description | REPLACE AC SURFACING, PLACE HMA-A, RHMA-G & CONCRETE BARRIER. |
| Location Description | MENDOCINO COUNTY NEAR WILLITS FROM 1.1 MILES NORTH OF WEST ROAD OVERCROSSING TO 0.6 MILE SOUTH OF HAEHL CREEK BRIDGE |
| QA Service Level | 1 (Verified on 04/25/2023) |
Sample Information
| Sample Taken Date | 10/27/2023 | Sample Unique Key | 32 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/31/2023 | Sample type | Department Acceptance |
| A brief description of the sample | pg 64-16 | The quantity of what the sample constitutes | 1 of 1 can |
| From where was the sample collected | Source | First name of sampler or witnessed by | riley |
| Last name of sampler or witnessed by | melvin | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | 23-317 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Ukiah | |
| Transportation Laboratory (TL) Number | 033186 | 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 | 2 |
| Sublot number | 5 | Tank number | 50 tons |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | 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: 2023-10-27-32
DIME Test ID: 2023-10-27-32-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2023-11-15
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 11/15/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 35.801 kPa
Phase Angle (δ) (for the 10 cycles): 49.7 degree
Complex Modulus (G*) (for the 10 measurements): 3562.167 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2717 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 11/15/2023 ✔