Summary for Test 2023-10-05-39-1
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 | 10/05/2023 | Sample Unique Key | 39 |
|---|---|---|---|
| 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 | SAN JOAQUIN BINDER 64-16 |
| The quantity of what the sample constitutes | 4 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 | 057120 |
| 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 | |
| Sublot number | Tank number | 32001 | |
| Time of sample | 3:24 AM | 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: 2023-10-05-39
DIME Test ID: 2023-10-05-39-1
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: 2023-10-17
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 10/13/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.177 kPa
Phase Angle (δ) (for the 10 cycles): 89.1 degree
Complex Modulus (G*) (for the 10 measurements): 1.471 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.47 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 10/17/2023 ✔