Summary for Test 2022-07-12-66-2
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 993570 DEA: 051N6304 EFIS: 0521000069 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-1-20.2/30.0 |
| Award Date | 04/21/2022 |
| Closeout Date | 01/18/2023 |
| Work Description | OVERLAY EXISTING ROADWAY WITH RHMA-G (BWC). |
| Location Description | SANTA CRUZ COUNTY IN AND NEAR SANTA CRUZ FROM 0.1 MILE NORTH OF WESTERN DRIVE TO 0.1 MILE SOUTH OF DAVENPORT LANDING ROAD |
| QA Service Level | 1 (Verified on 03/28/2022) |
Sample Information
| Sample Taken Date | 07/12/2022 | Sample Unique Key | 66 |
|---|---|---|---|
| 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 | 08/04/2022 |
| Sample type | Department Acceptance | A brief description of the sample | PG 64-10 |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | A | Last name of sampler or witnessed by | Juan |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | AR Wilson Quarry Aromas | Transportation Laboratory (TL) Number | 071222 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
|---|---|---|---|
| Modified | No | Lot number | 1 |
| Sublot number | 5 | 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 |
Test Details
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DIME Sample ID: 2022-07-12-66
DIME Test ID: 2022-07-12-66-2
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: 2022-08-19
Test Results
Phase: RTFO residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/17/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.249 kPa
Phase Angle (δ) (for the 10 cycles): 88.9 degree
Complex Modulus (G*) (for the 10 measurements): 2.490 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 2.49 kPa
General comments (publicly viewable) (Max 1000 characters): RTFO
Test was verified on 8/19/2022 ✔