Summary for Test 2024-09-09-78-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 993119 DEA: 021J7104 EFIS: 0220000120 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-29.77/L30.88 |
| Award Date | 06/06/2024 |
| Closeout Date | 11/27/2024 |
| Work Description | TRINITY 3 PAVEMENT AND DRAINAGE |
| Location Description | TRINITY COUNTY NEAR DOUGLAS CITY FROM READING CREEK BRIDGE TO ROUTE 299 |
| QA Service Level | 1 (Verified on 08/23/2021) |
Sample Information
| Sample Taken Date | 09/09/2024 | Sample Unique Key | 78 |
|---|---|---|---|
| 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 | 09/16/2024 |
| Sample type | Production Start-Up | A brief description of the sample | Asphalt Rubber Binder |
| The quantity of what the sample constitutes | 1 of 2 cans | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Tullis Northstate Asphalt | Transportation Laboratory (TL) Number | C848628 |
| 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 58-22 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Tullis North State | |
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2024-09-09-78
DIME Test ID: 2024-09-09-78-1
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: 2024-09-25
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 09/23/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.223 kPa
Phase Angle (δ) (for the 10 cycles): 85.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.851 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.86 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 9/25/2024 ✔