Summary for Test 2022-07-22-60-3
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 | 11/03/2025 |
| 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 | 07/22/2022 | Sample Unique Key | 60 |
|---|---|---|---|
| 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 | 08/10/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 64-10 PROJECT 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 | _ | Last name of sampler or witnessed by | _ |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | San Joaquin Refinery | Transportation Laboratory (TL) Number | 773877 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
|---|---|---|---|
| Modified | No | 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
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DIME Sample ID: 2022-07-22-60
DIME Test ID: 2022-07-22-60-3
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: 2022-08-19
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/16/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 51.036 kPa
Phase Angle (δ) (for the 10 cycles): 65.9 degree
Complex Modulus (G*) (for the 10 measurements): 5103.460 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 4659 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 8/19/2022 ✔