Summary for Test 2022-05-25-75-3
Test performed: AASHTO T315-12Project Information
Project Identifiers | Project ID: 215315 DEA: 081H8304 EFIS: 0817000139 |
---|---|
DIST-CO-RTE-PM | 08-SBD,SBD-138-0/2.3 |
Award Date | 11/19/2021 |
Closeout Date | 08/29/2024 |
Work Description | CONSTRUCT 4' MEDIAN |
Location Description | SAN BERNARDINO COUNTY ALONG ROUTE 138 |
QA Service Level | 1 (Verified on 06/24/2021) |
Sample Information
Sample Taken Date | 05/25/2022 | Sample Unique Key | 75 |
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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 | 06/02/2022 |
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 | Jonathan | Last name of sampler or witnessed by | Eligio |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0327-22 | 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 64-28 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: 2022-05-25-75
DIME Test ID: 2022-05-25-75-3
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: 2022-06-23
Test Results
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 06/21/2022
Phase: Original binder
Phase Angle (δ) (for the 10 cycles): 70.4 degree
Dynamic Shear, G*/sin(δ): 1.46 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/23/2022 ✔