Summary for Test 2020-12-07-10-4
Test performed: AASHTO T315-16Project Information
| Project Identifiers | Project ID: 215023 DEA: 060U4704 EFIS: 0615000301 |
|---|---|
| DIST-CO-RTE-PM | 06-KER,KIN-5-81.7/87.0,0.0/0.3 |
| Award Date | 08/12/2020 |
| Closeout Date | 06/27/2023 |
| Work Description | CONSTRUCT CRCP, JPCP AND INSTALL TRAFFIC MONITORING STATIONS. |
| Location Description | KERN AND KINGS COUNTIES NEAR KETTELMAN CITY FROM 0.6 MILE SOUTH OF TWISSELMAN ROAD OVERCROSSING TO 0.3 MILE NORTH OF KERN/KINGS COUNTY LINE |
| QA Service Level | 1 (Verified on 06/17/2020) |
Sample Information
| Sample Taken Date | 12/07/2020 | Sample Unique Key | 10 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 12/09/2020 |
| Sample type | Quality Assurance | A brief description of the sample | Asphalt Binder |
| The quantity of what the sample constitutes | 1 | From where was the sample collected | Other |
| First name of sampler or witnessed by | G. | Last name of sampler or witnessed by | Litt |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | San Joaquin Refinery, Bakersfield, CA | Transportation Laboratory (TL) Number | C040255 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 70-10 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | Not set | |
| Time of sample | Not set | HMA Supplier | Not set |
| Certified Asphalt Supplier | Not set | Multigrade | Not set |
| Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-12-07-10
DIME Test ID: 2020-12-07-10-4
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: 2020-12-17
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 12/17/2020
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 46.906 kPa
Phase Angle (δ) (for the 10 cycles): 63.4 degree
Complex Modulus (G*) (for the 10 measurements): 4,690.262 kPa
Test Temperature (Specimen 1): 34.0 C
(G*) x sin(δ)=: 4194 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standards and Specifications
Test was verified on 12/17/2020 ✔