Summary for Test 2022-03-02-34-2
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-99-10.4/21.2 |
| Award Date | 12/08/2020 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT. |
| Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING |
| QA Service Level | 1 (Verified on 09/14/2020) |
Sample Information
| Sample Taken Date | 03/02/2022 | Sample Unique Key | 34 |
|---|---|---|---|
| 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 | 03/08/2022 |
| Sample type | Acceptance | A brief description of the sample | BINDER |
| The quantity of what the sample constitutes | 1 OF 1 CAN | From where was the sample collected | Source |
| First name of sampler or witnessed by | NOT | Last name of sampler or witnessed by | PROVIDED |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | SJR | Transportation Laboratory (TL) Number | C772539 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | L1SL1,2 | 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 | GRIFFITH COMPANY | |
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-03-02-34
DIME Test ID: 2022-03-02-34-2
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-03-16
Test Results
Phase: RTFO residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 03/15/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.261 kPa
Phase Angle (δ) (for the 10 cycles): 88.4 degree
Complex Modulus (G*) (for the 10 measurements): 2.614 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 2.62 kPa
General comments (publicly viewable) (Max 1000 characters): RTFO
Test was verified on 3/16/2022 ✔