Summary for Test 2021-04-13-14-3
Test performed: AASHTO T315-16Project Information
| Project Identifiers | Project ID: 213583 DEA: 060H2004 EFIS: 0612000157 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-201,216-12.5,21.2,18.7 |
| Award Date | 11/29/2018 |
| Closeout Date | 11/29/2021 |
| Work Description | BRIDGE WIDENING, UPGRADE LANES AND OUTSIDE SHOULDERS. |
| Location Description | TULARE COUNTY NEAR CUTLER ON ROUTE 201 AT SAND CREEK BRIDGE AND AT FRIANT KERN CANAL BRIDGE AND NEAR WOODLAKE ON ROUTE 216 AT KAWEAH RIVER BRIDGE |
| QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
| Sample Taken Date | 04/13/2021 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 04/20/2021 |
| Sample type | Department Acceptance | A brief description of the sample | Asphalt Binder |
| The quantity of what the sample constitutes | 1 of 1 Can | From where was the sample collected | Other |
| First name of sampler or witnessed by | Brandon | Last name of sampler or witnessed by | Not Provided |
| Title of sampler | Vulcan Tech | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Fresno | Transportation Laboratory (TL) Number | 039608 |
| 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 70-10 |
|---|---|---|---|
| Modified | No | Lot number | 3 |
| Sublot number | 1 | Tank number | |
| Time of sample | HMA Supplier | Vulcan Materials | |
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2021-04-13-14
DIME Test ID: 2021-04-13-14-3
Testing Lab: CT HQ - Sacramento Asphalt Binder 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: 2021-04-29
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 04/28/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 51.359 kPa
Phase Angle (δ) (for the 10 cycles): 61.1 degree
Complex Modulus (G*) (for the 10 measurements): 5135.964 kPa
Test Temperature (Specimen 1): 37.0 C
(G*) x sin(δ)=: 4496 kPa
General comments (publicly viewable) (Max 1000 characters): PAV+3
Test was verified on 4/29/2021 ✔