Summary for Test 2021-10-07-111-1
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 215308 DEA: 09360704 EFIS: 0914000003 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-395-R6.9/T9.6 |
| Award Date | 02/04/2021 |
| Closeout Date | 01/23/2023 |
| Work Description | PLACE HMA, ROADWAY EXCAVATION AND CONSTRUCT CONCRETE BARRIER. |
| Location Description | MONO COUNTY NEAR TOM'S PLACE FROM 2.4 MILES SOUTH OF LOWER ROCK CREEK ROAD TO 0.3 MILE NORTH OF LOWER ROCK CREEK ROAD |
| QA Service Level | 1 (Verified on 04/23/2021) |
Sample Information
| Sample Taken Date | 10/07/2021 | Sample Unique Key | 111 |
|---|---|---|---|
| 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 | 11/16/2021 |
| Sample type | Department Acceptance | A brief description of the sample | 58-34M |
| The quantity of what the sample constitutes | 1 OF 1 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Q.C | Last name of sampler or witnessed by | Q.C |
| Title of sampler | STAFF | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | granite | Transportation Laboratory (TL) Number | 661815 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-34 M |
|---|---|---|---|
| Modified | Yes | 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 | Not set |
Test Details
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DIME Sample ID: 2021-10-07-111
DIME Test ID: 2021-10-07-111-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-12-03
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 11/30/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.154 kPa
Phase Angle (δ) (for the 10 cycles): 67.2 degree
Complex Modulus (G*) (for the 10 measurements): 1.285 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.39 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications ORIG
Test was verified on 12/3/2021 ✔