Summary for Test 2024-07-04-2-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 994895 DEA: 060X2804 EFIS: 0618000049 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-5-60.1/66.2 |
| Award Date | 08/31/2023 |
| Closeout Date | 12/02/2025 |
| Work Description | COLD PLANE EXISTING PAVEMENT AND RESURFACE WITH HMA AND RHMA. |
| Location Description | FRESNO COUNTY ABOUT 21 MILES WEST OF MENDOTA FROM SHIELDS AVENUE OVERCROSSING TO MERCED COUNTY LINE |
| QA Service Level | 1 (Verified on 06/27/2023) |
Sample Information
| Sample Taken Date | 07/04/2024 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/13/2024 | Sample type | Acceptance |
| A brief description of the sample | PG 64-16 (NO TEST) | The quantity of what the sample constitutes | 1 of 1 |
| From where was the sample collected | Source | First name of sampler or witnessed by | Jonathon |
| Last name of sampler or witnessed by | Chaney | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Coalinga | |
| Transportation Laboratory (TL) Number | C027372 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | TK 32001 | |
| Time of sample | 5:18 pm | HMA Supplier | |
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2024-07-04-2
DIME Test ID: 2024-07-04-2-1
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: 2024-09-18
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 09/18/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.180 kPa
Phase Angle (δ) (for the 10 cycles): 89.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.495 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.50 kPa
General comments (publicly viewable) (Max 1000 characters): Original
Test was verified on 9/18/2024 ✔