Summary for Test 2024-06-19-113-3
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 993868 DEA: 050C7324 EFIS: 0512000228 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-1-13.4/14.9 |
| Award Date | 10/14/2022 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT PEDESTRIAN OVERCROSSING AND AUXILIARY LANE. |
| Location Description | SANTA CRUZ COUNTY IN AND NEAR CITY OF CAPITOLA FROM 0.2 MILE SOUTH OF 41ST AVENUE OVERCROSSING TO 0.2 MILE NORTH OF SOQUEL DRIVE OVERCROSSING |
| QA Service Level | 1 (Verified on 06/17/2022) |
Sample Information
| Sample Taken Date | 06/19/2024 | Sample Unique Key | 113 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/28/2024 | Sample type | Acceptance |
| A brief description of the sample | PG 64-10 | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | QC |
| Last name of sampler or witnessed by | Unknown | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Salinas Batch | |
| Transportation Laboratory (TL) Number | C956531 | 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 64-10 |
|---|---|---|---|
| Modified | No | Lot number | 1 |
| Sublot number | 5 | Tank number | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield 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: 2024-06-19-113
DIME Test ID: 2024-06-19-113-3
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: 2024-07-08
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 07/03/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 56.433 kPa
Phase Angle (δ) (for the 10 cycles): 65.6 degree
Complex Modulus (G*) (for the 10 measurements): 5615.019 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 5114 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 7/8/2024 ✔