Summary for Test 2020-06-19-11-3
Test performed: AASHTO T315-16Project Information
| Project Identifiers | Project ID: 214302 DEA: 100E9604 EFIS: 1013000254 |
|---|---|
| DIST-CO-RTE-PM | 10-TUO,TUO-120-32.5/R56.5 |
| Award Date | 10/17/2019 |
| Closeout Date | 08/04/2021 |
| Work Description | COLD PLANE, PLACE HMA, REPLACE RAILING AND SIGNS. |
| Location Description | TUOLUMNE AND MARIPOSA COUNTIES NEAR BUCK MEADOWS FROM FERRETTI ROAD TO YOSEMITE NATIONAL PARK BOUNDARY |
| QA Service Level | 1 (Verified on 08/02/2019) |
Sample Information
| Sample Taken Date | 06/19/2020 | Sample Unique Key | 11 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/06/2020 | Sample type | Verification |
| A brief description of the sample | PG 64-16 Sample#1 test | The quantity of what the sample constitutes | 1 |
| 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 | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | VSS Emultech | |
| Transportation Laboratory (TL) Number | 034681 | 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 | Unknown |
| Sublot number | Unknown | Tank number | Not set |
| Time of sample | Not set | HMA Supplier | Not set |
| Certified Asphalt Supplier | Not set | Multigrade | Not set |
| Multigrade Type | Not set | 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: 2020-06-19-11
DIME Test ID: 2020-06-19-11-3
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2020-08-12
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: juan Gomez
Date of test: 08/06/2020
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.163 kPa
Phase Angle (δ) (for the 10 cycles): 86.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.362 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.36 kPa
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/12/2020 ✔