Summary for Test 2022-01-20-19-5
Test performed: AASHTO T315-20Project 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 | 01/20/2022 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 02/02/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Project Sample |
| The quantity of what the sample constitutes | 1 of 1 | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | G Litt | Last name of sampler or witnessed by | G Litt |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | San Joaquin Refining Co Inc | Transportation Laboratory (TL) Number | 040645 |
| 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 | 6 |
| 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: 2022-01-20-19
DIME Test ID: 2022-01-20-19-5
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: 2022-02-10
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 02/09/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 57.265 kPa
Phase Angle (δ) (for the 10 cycles): 60.1 degree
Complex Modulus (G*) (for the 10 measurements): 5725.895 kPa
Test Temperature (Specimen 1): 37.0 C
(G*) x sin(δ)=: 4964 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV +3
Test was verified on 2/10/2022 ✔