Summary for Test 2021-09-22-51-3
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 214964 DEA: 051F9204 EFIS: 0514000075 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-9-0.9/7.5 |
| Award Date | 02/10/2021 |
| Closeout Date | 11/28/2022 |
| Work Description | REMOVE AND REPLACE DRAINAGE SYSTEMS. |
| Location Description | SANTA CRUZ COUNTY IN AND NEAR SANTA CRUZ AT VARIOUS LOCATIONS FROM 0.4 MILE NORTH OF VERNON STREET TO EL SOLYO HEIGHTS DRIVE |
| QA Service Level | 1 (Verified on 08/31/2020) |
Sample Information
| Sample Taken Date | 09/22/2021 | Sample Unique Key | 51 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/01/2021 | Sample type | Department Acceptance |
| A brief description of the sample | 64-10 | The quantity of what the sample constitutes | 1 can |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Anthony |
| Last name of sampler or witnessed by | Romiza | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Felton | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | c748983 | |
| 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 | 1 | Tank number | |
| Time of sample | HMA Supplier | Granite Felton | |
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2021-09-22-51
DIME Test ID: 2021-09-22-51-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-10-28
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 10/12/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 19.455 kPa
Phase Angle (δ) (for the 10 cycles): 52.5 degree
Complex Modulus (G*) (for the 10 measurements): 1945.403 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 1543 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications pav
Test was verified on 10/28/2021 ✔