Summary for Test 2022-08-31-2-1
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 214572 DEA: 034E62U4 EFIS: 0319000068 |
---|---|
DIST-CO-RTE-PM | 03-ED-50-18.5/24.2 |
Award Date | 05/04/2020 |
Closeout Date | Not set |
Work Description | CONSTRUCT UC, MED BARRIER, DRAINAGE SYSTEMS & HMA OVERLAY. |
Location Description | EL DORADO COUNTY IN AND NEAR PLACERVILLE FROM MOSQUITO ROAD UNDERCROSSING TO SCHNELL SCHOOL ROAD UNDERCROSSING AND FROM 0.2 MILE WEST OF STILL MEADOW ROAD TO 0.2 MILE EAST OF CARSON ROAD |
QA Service Level | 1 (Verified on 03/18/2020) |
Sample Information
Sample Taken Date | 08/31/2022 | Sample Unique Key | 2 |
---|---|---|---|
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 | 08/31/2022 |
Sample type | Quality Control | A brief description of the sample | PG 64-16 |
The quantity of what the sample constitutes | 1 CAN | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Robert | Last name of sampler or witnessed by | Sears |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Teichert Perkins | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
---|---|---|---|
Modified | Lot number | 1 | |
Sublot number | 18 | Tank number | |
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-08-31-2
DIME Test ID: 2022-08-31-2-1
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: 2022-09-09
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 09/02/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.177 kPa
Phase Angle (δ) (for the 10 cycles): 84.8 degree
Complex Modulus (G*) (for the 10 measurements): 1.475 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.48 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 9/9/2022 ✔