Summary for Test 2021-06-03-31-3
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 215424 DEA: 024G4404 EFIS: 0214000013 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3-38.0/38.6 |
| Award Date | 04/05/2021 |
| Closeout Date | 08/14/2023 |
| Work Description | BRIDGE REPLACEMENT |
| Location Description | SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD |
| QA Service Level | 1 (Verified on 01/19/2021) |
Sample Information
| Sample Taken Date | 06/03/2021 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 06/17/2021 |
| Sample type | Department Acceptance | A brief description of the sample | ASPHALT BINDER |
| The quantity of what the sample constitutes | 1 OF 2 CANS | From where was the sample collected | Source |
| First name of sampler or witnessed by | D. | Last name of sampler or witnessed by | OWENS |
| Title of sampler | PEI | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Valero-Benicia Asphalt Plant | Transportation Laboratory (TL) Number | 779367 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-34 M |
|---|---|---|---|
| Modified | Yes | Lot number | 1 |
| Sublot number | 1 | Tank number | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-03-31
DIME Test ID: 2021-06-03-31-3
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: 2021-06-23
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/22/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.290 kPa
Phase Angle (δ) (for the 10 cycles): 67.1 degree
Complex Modulus (G*) (for the 10 measurements): 2.418 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.62 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications Orig
Test was verified on 6/23/2021 ✔