Summary for Test 2024-06-21-41-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 994412 DEA: 06442564 EFIS: 0620000053 COOP: 061774 |
|---|---|
| DIST-CO-RTE-PM | 06-KER,-46-26.1/30.2 |
| Award Date | 07/17/2023 |
| Closeout Date | 05/09/2025 |
| Work Description | CONVERT 2-LANE CONVENTIONAL HIGHWAY TO A 4-LANE EXPRESSWAY. |
| Location Description | KERN COUNTY IN AND NEAR LOST HILLS FROM 1.3 MILES WEST OF BROWN MATERIAL ROAD TO 0.2 MILE EAST OF CALIFORNIA AQUEDUCT |
| QA Service Level | 1 (Verified on 08/21/2023) |
Sample Information
| Sample Taken Date | 06/21/2024 | Sample Unique Key | 41 |
|---|---|---|---|
| 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 | 06/24/2024 |
| Sample type | Acceptance | A brief description of the sample | Asphalt binder |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Source |
| First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | QC |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Construction Company | Transportation Laboratory (TL) Number | 753615 |
| 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 58-16 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2024-06-21-41
DIME Test ID: 2024-06-21-41-1
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: 2024-06-28
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 06/26/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.246 kPa
Phase Angle (δ) (for the 10 cycles): 88.9 degree
Complex Modulus (G*) (for the 10 measurements): 2.039 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.04 kPa
General comments (publicly viewable) (Max 1000 characters): Original
Test was verified on 6/28/2024 ✔