Summary for Test 2020-02-14-30-2
Test performed: AASHTO T315-12Project Information
| Project Identifiers | Project ID: 214520 DEA: 051H9804 EFIS: 0517000043 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-78.4/79.0 |
| Award Date | 01/08/2020 |
| Closeout Date | 09/25/2020 |
| Work Description | ROADWAY EXCAVATION, PLACE AGGREGATE BASE, HMA AND RHMA-G. |
| Location Description | SANTA BARBARA COUNTY NEAR SANTA MARIA FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF SOLOMON SUMMIT UNDERCROSSING |
| QA Service Level | 1 (Verified on 02/20/2020) |
Sample Information
| Sample Taken Date | 02/14/2020 | Sample Unique Key | 30 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | Not set |
| Sample type | Quality Control | A brief description of the sample | PG 64-10 |
| The quantity of what the sample constitutes | 4 Gallons | From where was the sample collected | Other |
| First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Ortega |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | World Oil | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
|---|---|---|---|
| Modified | No | Lot number | Not set |
| Sublot number | Not set | 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 |
Test Details
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DIME Sample ID: 2020-02-14-30
DIME Test ID: 2020-02-14-30-2
Testing Lab: CalPortland
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2020-04-03
Test Results
Input Type: Calculated
Tester's full name: Bob Staugaard
Date of test: 01/30/2019
Phase: RTFO residue
Phase Angle (δ) (for the 10 cycles): 84.5 degree
Dynamic Shear, G*/sin(δ): 3.08 kPa
(G*) x sin(δ)=: 3 kPa
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/3/2020 ✔