Summary for Test 2022-01-24-23-4
Test performed: AASHTO T315-12Project Information
Project Identifiers | Project ID: 214921 DEA: 09367404 EFIS: 0916000025 |
---|---|
DIST-CO-RTE-PM | 09-KER-14-R4.7/R12.6 |
Award Date | Not set |
Closeout Date | 01/23/2023 |
Work Description | CONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA. |
Location Description | KERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 11/06/2020) |
Sample Information
Sample Taken Date | 01/24/2022 | Sample Unique Key | 23 |
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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 | 01/26/2022 |
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 | William | Last name of sampler or witnessed by | Lucas |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0112-22 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite-Big Rock | 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 | Lot number | ||
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-01-24-23
DIME Test ID: 2022-01-24-23-4
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: 2022-02-01
Test Results
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 01/28/2022
Phase: RTFO residue
Phase Angle (δ) (for the 10 cycles): 55.0 degree
Dynamic Shear, G*/sin(δ): 11.60 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/1/2022 ✔