Summary for Test 2021-03-25-13-2
Test performed: AASHTO T315-16Project Information
Project Identifiers | Project ID: 215147 DEA: 060X0404 EFIS: 0618000013 |
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DIST-CO-RTE-PM | 06-TUL-65,190-0.0/R15.1,8.0/26.5 |
Award Date | 10/27/2020 |
Closeout Date | 04/04/2022 |
Work Description | INSTALL RUMBLE STRIPS. |
Location Description | TULARE COUNTY NEAR PORTERVILLE ON ROUTE 65 FROM KERN COUNTY LINE TO 0.5 MILE SOUTH OF AVENUE 124 AND ON ROUTE 190 FROM ROAD 180 TO PLEASANT OAK DRIVE |
QA Service Level | 1 (Verified on 09/14/2020) |
Sample Information
Sample Taken Date | 03/25/2021 | Sample Unique Key | 13 |
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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 | 04/05/2021 |
Sample type | Acceptance | A brief description of the sample | Asphalt Binder |
The quantity of what the sample constitutes | 1 of 1 | From where was the sample collected | Other |
First name of sampler or witnessed by | Brandon | Last name of sampler or witnessed by | Burkey |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Porterville Asphalt | Transportation Laboratory (TL) Number | C056403 |
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 | Porterville Asphalt | |
Asphalt Binder Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | Not set |
Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-03-25-13
DIME Test ID: 2021-03-25-13-2
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-04-08
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 04/06/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.159 kPa
Phase Angle (δ) (for the 10 cycles): 88.2 degree
Complex Modulus (G*) (for the 10 measurements): 1.326 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.33 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Std Specs ORIG
Test was verified on 4/8/2021 ✔