Summary for Test 2021-09-28-25-3
Test performed: AASHTO T315-12Project Information
| Project Identifiers | Project ID: 214920 DEA: 073W8704 EFIS: 0717000118 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-1-46.9/50.4 |
| Award Date | 06/09/2020 |
| Closeout Date | 07/03/2023 |
| Work Description | PERFORM SLURRY SEAL, REPLACE AC SURFACING AND INDIVIDUAL SLABS. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR MALIBU FROM MALIBU LAGOON BRIDGE TO SOLISTICE CANYON CREEK BRIDGE |
| QA Service Level | 1 (Verified on 04/07/2021) |
Sample Information
| Sample Taken Date | 09/28/2021 | Sample Unique Key | 25 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/01/2021 | 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 | Robert |
| Last name of sampler or witnessed by | RJ Noble QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0566-21 | |
| 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 | ||
| 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: 2021-09-28-25
DIME Test ID: 2021-09-28-25-3
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: 2021-10-07
Test Results
Input Type: Calculated
Tester's full name: Babak Rezaei
Date of test: 10/05/2021
Phase: Original binder
Phase Angle (δ) (for the 10 cycles): 86.4 degree
Dynamic Shear, G*/sin(δ): 1.88 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/7/2021 ✔