Summary for Test 2020-07-31-9-3
Test performed: AASHTO T315-16Project Information
| Project Identifiers | Project ID: 212535 DEA: 031A9204 EFIS: 0300020608 |
|---|---|
| DIST-CO-RTE-PM | 03-SUT-20-5-11.3 |
| Award Date | 06/11/2019 |
| Closeout Date | 12/01/2021 |
| Work Description | SUTTER BYPASS WIDENING AND REHAB |
| Location Description | NEAR YUBA CITY FROM SUTTER BYPASS TO 0.1 MILE WEST OF LYTLE ROAD. |
| QA Service Level | 1 (Verified on 07/23/2018) |
Sample Information
| Sample Taken Date | 07/31/2020 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/04/2020 | Sample type | Department Acceptance |
| A brief description of the sample | TEST Asphalt Binder | The quantity of what the sample constitutes | 6 cans each, #10TEST (724280), (#9 724279, #8 724278, #7 724277, #6 724276, #5 723300)No Test |
| From where was the sample collected | Source | First name of sampler or witnessed by | M |
| Last name of sampler or witnessed by | Chittonden | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Valero | |
| Transportation Laboratory (TL) Number | 724280 | 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 | |
| Sublot number | 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: 2020-07-31-9
DIME Test ID: 2020-07-31-9-3
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: 2020-08-14
Test Results
Phase: Original binder
Input Type: Calculated
Tester's full name: Eva Torres
Date of test: 08/14/2020
Test Plate Diameter: 25 mm
Phase Angle (δ) (for the 10 cycles): 86.1 degree
Dynamic Shear, G*/sin(δ): 1.60 kPa
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/14/2020 ✔