Summary for Test 2024-06-17-112-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 994546 DEA: 030H3704 EFIS: 0315000151 |
|---|---|
| DIST-CO-RTE-PM | 03-YUB-65-R0.5/1.8 |
| Award Date | 06/08/2023 |
| Closeout Date | Not set |
| Work Description | PLACE HMA, RHMA & CONC CURB/SIDEWALK, INSTALL & MODIFY SIGNAL SYSTEMS. |
| Location Description | YUBA COUNTY NEAR WHEATLAND FROM 0.2 MILE SOUTH OF MAIN STREET TO GRASSHOPPER SLOUGH BRIDGE |
| QA Service Level | 1 (Verified on 05/15/2023) |
Sample Information
| Sample Taken Date | 06/17/2024 | Sample Unique Key | 112 |
|---|---|---|---|
| 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 | 06/28/2024 |
| Sample type | Acceptance | A brief description of the sample | 1 can |
| The quantity of what the sample constitutes | 3/4" HMA w/ 15% RAP | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Brad | Last name of sampler or witnessed by | McKeehan |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Pacific North West | Transportation Laboratory (TL) Number | C802920 |
| 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 | 1 |
| Sublot number | 1 | Tank number | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2024-06-17-112
DIME Test ID: 2024-06-17-112-1
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: 2024-07-08
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 07/01/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.214 kPa
Phase Angle (δ) (for the 10 cycles): 86.2 degree
Complex Modulus (G*) (for the 10 measurements): 1.772 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.78 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 7/8/2024 ✔