Summary for Test 2022-04-28-22-3
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 993427 DEA: 061C4004 EFIS: 0621000165 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-198,245-37.5/41.3,6.0/8.1 |
| Award Date | 01/28/2022 |
| Closeout Date | 10/03/2022 |
| Work Description | COLD PLANE AC PAVEMENT, HMA (TYPE A), SLURRY SEAL, AND STRIPING. |
| Location Description | TULARE COUNTY NEAR THREE RIVERS ON ROUTE 198 FROM 0.3 MILE EAST OF THREE RIVERS DRIVE TO ROAD TO SAINT ANTHONY AND IN WOODLAKE ON ROUTE 245 FROM SAINT JOHNS RIVER TO CAJON AVENUE |
| QA Service Level | 1 (Verified on 12/06/2021) |
Sample Information
| Sample Taken Date | 04/28/2022 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 05/04/2022 |
| Sample type | Department Acceptance | A brief description of the sample | binder |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Source |
| First name of sampler or witnessed by | Eric | Last name of sampler or witnessed by | Schmieres |
| Title of sampler | qc | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | San Joaquin Refinery | Transportation Laboratory (TL) Number | 026829 |
| 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 | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Porterville Asphalt | |
| 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: 2022-04-28-22
DIME Test ID: 2022-04-28-22-3
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: 2022-05-13
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 05/11/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 54.112 kPa
Phase Angle (δ) (for the 10 cycles): 64.5 degree
Complex Modulus (G*) (for the 10 measurements): 5411.170 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 4884 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 5/13/2022 ✔