Summary for Test 2022-09-06-46-3
Test performed: AASHTO T315-12Project Information
| Project Identifiers | Project ID: 993411 DEA: 120Q8204 EFIS: 1217000112 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-5-30.3/31.4 |
| Award Date | 01/28/2022 |
| Closeout Date | 07/27/2023 |
| Work Description | COLD PLANE AC, OVERLAY WITH OGFC AND APPLY HFST. |
| Location Description | ORANGE COUNTY IN TUSTIN AND SANTA ANA BETWEEN ROUTE 5/55 SEPARATION AND 0.4 MILE SOUTH OF GRAND AVENUE UNDERCROSSSING. |
| QA Service Level | 1 (Verified on 12/15/2021) |
Sample Information
| Sample Taken Date | 09/06/2022 | Sample Unique Key | 46 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/22/2022 | Sample type | Per Request |
| A brief description of the sample | PG Asphalt Binder | The quantity of what the sample constitutes | 1 Quart Can |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | RJ Noble QC RJ |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0653-22 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | RJ Noble-Orange | |
| Transportation Laboratory (TL) Number | 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 58-22 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Lunday Thagard Company-World Oil - South Gate CA | Multigrade | No |
| Multigrade Type | 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: 2022-09-06-46
DIME Test ID: 2022-09-06-46-3
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: 2022-11-21
Test Results
Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 09/23/2022
Phase: Original binder
Phase Angle (δ) (for the 10 cycles): 86.1 degree
Dynamic Shear, G*/sin(δ): 3.25 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/21/2022 ✔