Summary for Test 2022-07-12-56-9
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 214486 DEA: 080K1224 EFIS: 0815000244 |
---|---|
DIST-CO-RTE-PM | 08-SBD-15-R28.6/37.5 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | REHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT |
Location Description | SAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
Sample Taken Date | 07/12/2022 | Sample Unique Key | 56 |
---|---|---|---|
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 | 07/18/2022 |
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 | Blue Diamond QC | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0373-22 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Blue Diamond-Victorville | 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 58-34 M |
---|---|---|---|
Modified | Yes | Lot number | |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-07-12-56
DIME Test ID: 2022-07-12-56-9
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2023-01-28
Test Results
Phase: PAV residue
Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 09/07/2022
Test Plate Diameter: 8 mm
Phase Angle (δ) (for the 10 cycles): 49.0 degree
(G*) x sin(δ)=: 1160 kPa
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/28/2023 ✔