Summary for Test 2023-10-04-43-6
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 993855 DEA: 060U4604 EFIS: 0615000309 |
|---|---|
| DIST-CO-RTE-PM | 06-KIN-41-20.0-28.4 |
| Award Date | 06/30/2023 |
| Closeout Date | Not set |
| Work Description | COLD CENTRAL PLANT RECYCLING, HMA AND HMA-OGFC. |
| Location Description | KINGS COUNTY NEAR KETTLEMAN CITY FROM 0.1 MILE SOUTH OF QUAIL AVENUE TO NEVADA AVENUE |
| QA Service Level | 1 (Verified on 05/20/2022) |
Sample Information
| Sample Taken Date | 10/04/2023 | Sample Unique Key | 43 |
|---|---|---|---|
| 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 | 10/11/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 HMA-SP SJR 64-16R25 LAS (22)-1466S |
| The quantity of what the sample constitutes | 1 OF 4 CANS | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | G. DILT | Last name of sampler or witnessed by | DLIT |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Colinga | Transportation Laboratory (TL) Number | 057119 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | No | Lot number | 2186231002 |
| Sublot number | Tank number | 32001 | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | Yes |
| Multigrade Type | PG 64-16 / PG 64-10 | Asphalt Binder Mix Number | 2185 |
Test Details
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DIME Sample ID: 2023-10-04-43
DIME Test ID: 2023-10-04-43-6
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2023-10-19
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 10/18/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 66.409 kPa
Phase Angle (δ) (for the 10 cycles): 57.9 degree
Complex Modulus (G*) (for the 10 measurements): 6607.592 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 5597 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 10/19/2023 ✔