Summary for Test 2021-09-29-16-3
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 215084 DEA: 100W8704 EFIS: 1017000006 |
|---|---|
| DIST-CO-RTE-PM | 10-CAL-4-29.0,29.2/29.4 |
| Award Date | 09/23/2020 |
| Closeout Date | 08/04/2022 |
| Work Description | WIDEN ROADWAY, HMA RESURFACE,REPLACE CULVERTS,AND FLASHING BEACONS. |
| Location Description | CALAVERAS COUNTY AT MURPHYS AT 0.2 MILE WEST OF PENNSYLVANIA GULCH ROAD AND FROM PENNSYLVANIA GULCH ROAD TO MITCHLER STREET |
| QA Service Level | 1 (Verified on 08/03/2020) |
Sample Information
| Sample Taken Date | 09/29/2021 | Sample Unique Key | 16 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 10/07/2021 |
| Sample type | Department Acceptance | A brief description of the sample | BINDER |
| The quantity of what the sample constitutes | 2 cans | From where was the sample collected | Source |
| First name of sampler or witnessed by | J | Last name of sampler or witnessed by | KORT |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | VSS Emultech | Transportation Laboratory (TL) Number | 21AC401-6416 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | GEROGE REED | |
| Certified Asphalt Supplier | VSS Emultech - West Sacramento CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-09-29-16
DIME Test ID: 2021-09-29-16-3
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: 2021-10-22
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 10/21/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 24.022 kPa
Phase Angle (δ) (for the 10 cycles): 52.7 degree
Complex Modulus (G*) (for the 10 measurements): 2402.003 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 1911 kPa
General comments (publicly viewable) (Max 1000 characters): per 2018 standard specifications PAV
Test was verified on 10/22/2021 ✔