Summary for Test 2022-04-13-52-2
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 993396 DEA: 060Y4204 EFIS: 0619000020 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-145-0.0/20.3,26.1/33.6 |
| Award Date | 12/31/2021 |
| Closeout Date | 03/28/2023 |
| Work Description | CONSTRUCT RUMBLE STRIPS AND TRAFFIC MONITORING STATION SYSTEMS. |
| Location Description | FRESNO COUNTY NEAR FIVE POINTS FROM ROUTE 33/5 SEPARATION TO KAMM AVENUE AND FROM MANNING AVENUE TO CHURCH AVENUE |
| QA Service Level | 1 (Verified on 11/15/2021) |
Sample Information
| Sample Taken Date | 04/13/2022 | Sample Unique Key | 52 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/29/2022 | Sample type | Department Acceptance |
| A brief description of the sample | BINDER | The quantity of what the sample constitutes | 1 CAN |
| From where was the sample collected | Source | First name of sampler or witnessed by | VULCAN |
| Last name of sampler or witnessed by | VULCAN | 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 | 022752 | 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 70-10 |
|---|---|---|---|
| Modified | 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 | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2022-04-13-52
DIME Test ID: 2022-04-13-52-2
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: 2022-05-19
Test Results
Phase: RTFO residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 05/15/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.254 kPa
Phase Angle (δ) (for the 10 cycles): 88.7 degree
Complex Modulus (G*) (for the 10 measurements): 2.537 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 2.54 kPa
General comments (publicly viewable) (Max 1000 characters): RTFO
Test was verified on 5/19/2022 ✔