Summary for Test 2019-03-01-13-4
Test performed: AASHTO T315-12Project Information
| Project Identifiers | Project ID: 213311 DEA: 120Q4604 EFIS: 1217000047 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-55-17.0 |
| Award Date | 06/11/2018 |
| Closeout Date | 01/04/2021 |
| Work Description | PROPOSE PARK AND RIDE LOT FOR TOTAL OF 182 SPACES INCLUDING HC. |
| Location Description | ORANGE COUNTY IN ORANGE AT LINCOLN AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 01/28/2019) |
Sample Information
| Sample Taken Date | 03/01/2019 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 03/08/2019 |
| Sample type | Verification | A brief description of the sample | PG 64-10 |
| The quantity of what the sample constitutes | 50 tons | From where was the sample collected | Source |
| First name of sampler or witnessed by | QC | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0165A-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Lunday Thagard refinary | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG64-10 |
|---|---|---|---|
| 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: 2019-03-01-13
DIME Test ID: 2019-03-01-13-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
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: 2019-07-03
Test Results
Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 03/10/2019
Phase: RTFO residue
Phase Angle (δ) (for the 10 cycles): 83.6 degree
Dynamic Shear, G*/sin(δ): 4.12 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/3/2019 ✔