Summary for Test 2021-08-08-8-2
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 215075 DEA: 060Q9104 EFIS: 0614000005 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-19.2/19.8 |
| Award Date | 09/25/2020 |
| Closeout Date | 05/11/2023 |
| Work Description | BRIDGE DECK AND OUTSIDE GIRDER REPLACEMENT. |
| Location Description | TULARE COUNTY NEAR TIPTON FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF AVENUE 152 OVERCROSSING |
| QA Service Level | 1 (Verified on 07/28/2020) |
Sample Information
| Sample Taken Date | 08/08/2021 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/17/2021 | Sample type | Department Acceptance |
| A brief description of the sample | PG64-10 | The quantity of what the sample constitutes | 1 of 1 cans |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | B |
| Last name of sampler or witnessed by | Lathan | Title of sampler | Lab tech |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | San Joaquin Refinery | |
| Transportation Laboratory (TL) Number | c056253 | 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 | 1 |
| Sublot number | 1 | Tank number | |
| Time of sample | HMA Supplier | Granite Coalinga | |
| 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: 2021-08-08-8
DIME Test ID: 2021-08-08-8-2
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: 2021-08-30
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/23/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.160 kPa
Phase Angle (δ) (for the 10 cycles): 89.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.337 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.34 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications ORG
Test was verified on 8/30/2021 ✔