Summary for Test 2023-10-09-52-1
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 994299 DEA: 100Y7804 EFIS: 1016000025 |
---|---|
DIST-CO-RTE-PM | 10-MPA-140-25.3/51.8 |
Award Date | 04/04/2023 |
Closeout Date | Not set |
Work Description | COLD PLANE EXISTING PAVEMENT AND RESURFACE WITH HMA. |
Location Description | MARIPOSA COUNTY FROM WHITLOCK ROAD NEAR MIDPINES TO YOSEMITE NATIONAL PARK |
QA Service Level | 1 (Verified on 10/04/2022) |
Sample Information
Sample Taken Date | 10/09/2023 | Sample Unique Key | 52 |
---|---|---|---|
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 | 10/26/2023 |
Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA-A, PG 58-34 M |
The quantity of what the sample constitutes | 2 cans of 2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Wesely | Last name of sampler or witnessed by | Gee |
Title of sampler | TECHNICAIN | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Santa Fe Winton | Transportation Laboratory (TL) Number | 044261 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | 3/4" HMA-A PAVING ON HWY 140 |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 58-34 M |
---|---|---|---|
Modified | Yes | Lot number | 7 |
Sublot number | 1 | Tank number | |
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | 35140232416V |
Test Details
DIME Sample ID: 2023-10-09-52
DIME Test ID: 2023-10-09-52-1
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: 2023-10-30
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 10/27/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.294 kPa
Phase Angle (δ) (for the 10 cycles): 61.7 degree
Complex Modulus (G*) (for the 10 measurements): 2.439 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.77 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 10/30/2023 ✔