Summary for Test 2022-07-06-53-1
Test performed: AASHTO T315-20Project Information
Project Identifiers | Project ID: 993623 DEA: 022J3704 EFIS: 0221000071 |
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DIST-CO-RTE-PM | 02-SHA-299-50.5/56.5,93.5/99.3 |
Award Date | 04/29/2022 |
Closeout Date | 10/06/2022 |
Work Description | ASPHALT RUBBER BINDER SEAL COAT, COLD PLANE AC PAVEMENT AND HMA. |
Location Description | SHASTA COUNTY NEAR MONTGOMERY CREEK FROM 0.2 MILE WEST OF OAK POINT DRIVE TO OLD BERTAGNA PLACE AND FROM 0.1 MILE EAST OF SIERRA CENTER DRIVE TO LASSEN COUNTY LINE |
QA Service Level | 1 (Verified on 03/18/2022) |
Sample Information
Sample Taken Date | 07/06/2022 | Sample Unique Key | 53 |
---|---|---|---|
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 | 07/29/2022 |
Sample type | Department Acceptance | A brief description of the sample | 58-22 PSE RENEWAL |
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 | SEE | Last name of sampler or witnessed by | TL101 |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | VALERO | Transportation Laboratory (TL) Number | C867302 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
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Modified | No | 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: 2022-07-06-53
DIME Test ID: 2022-07-06-53-1
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: 2022-08-09
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/02/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.316 kPa
Phase Angle (δ) (for the 10 cycles): 65.3 degree
Complex Modulus (G*) (for the 10 measurements): 2.633 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.90 kPa
General comments (publicly viewable) (Max 1000 characters): ORIG
Test was verified on 8/9/2022 ✔