Summary for Test 2022-06-23-61-2
Test performed: AASHTO T315-20Project Information
Project Identifiers | Project ID: 212775 DEA: 024F2204 EFIS: 0212000073 |
---|---|
DIST-CO-RTE-PM | 02-TRI-3-58.7/61.9 |
Award Date | 02/25/2021 |
Closeout Date | 05/06/2024 |
Work Description | REPLACE STRUCTURAL CONCRETE BRIDGE AND CULVERTS AND PLACE HMA. |
Location Description | TRINITY COUNTY NEAR TRINITY CENTER FROM 58.7 MILES NORTH OF PREACHER MEADOWS ROAD TO 60.7 MILES SOUTH OF EL DORADO WAY |
QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
Sample Taken Date | 06/23/2022 | Sample Unique Key | 61 |
---|---|---|---|
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 | 07/07/2022 |
Sample type | Department Acceptance | A brief description of the sample | PG58-34M |
The quantity of what the sample constitutes | 1 OF 2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | O | Last name of sampler or witnessed by | Lockett |
Title of sampler | Tech | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Valero - Benicia, CA | Transportation Laboratory (TL) Number | 036761 |
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 | |
Sublot number | 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
DIME Sample ID: 2022-06-23-61
DIME Test ID: 2022-06-23-61-2
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: 2022-07-27
Test Results
Phase: RTFO residue two specimens
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/21/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.908 kPa
Phase Angle (δ) (for the 10 cycles): 65.5 degree
Complex Modulus (G*) (for the 10 measurements): 9.083 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 9.98 kPa
Stress Amplitude 2: 0.474 kPa
Phase Angle 2 (δ) (for the 10 cycles): 67.6 degree
Complex Modulus 2 (G*) (for the 10 measurements) : 4.737 kPa
Test Temperature (Specimen 2): 64.0 C
Dynamic Shear 2, G*/sin(δ): 5.12 kPa
Delta at 2.2 kpa: 68.9 degree
General comments (publicly viewable) (Max 1000 characters): RTFO
Test was verified on 7/27/2022 ✔