Summary for Test 2022-03-08-26-3
Test performed: AASHTO T315-12Project Information
Project Identifiers | Project ID: 215609 DEA: 074W9404 EFIS: 0720000196 |
---|---|
DIST-CO-RTE-PM | 07-LA-101-0.0/1.0 |
Award Date | 05/06/2021 |
Closeout Date | 07/14/2022 |
Work Description | COLD PLANE AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT, SLURRY SEAL. |
Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM ROUTE 10/101 SEPARATION TO SPRING STREET OVERCROSSING |
QA Service Level | 1 (Verified on 08/17/2021) |
Sample Information
Sample Taken Date | 03/08/2022 | Sample Unique Key | 26 |
---|---|---|---|
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 | 03/14/2022 |
Sample type | Department Acceptance | 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 | Avo | Last name of sampler or witnessed by | Karajian |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0162-22 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Blue Diamond Material-Irwindale | 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 | |
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 |
Test Details
DIME Sample ID: 2022-03-08-26
DIME Test ID: 2022-03-08-26-3
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: 2022-04-05
Test Results
Input Type: Calculated
Tester's full name: Babak Rezaei
Date of test: 04/04/2022
Phase: Original binder
Phase Angle (δ) (for the 10 cycles): 84.9 degree
Dynamic Shear, G*/sin(δ): 1.71 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/5/2022 ✔