Summary for Test 2021-08-23-23-2
Test performed: AASHTO T315-20Project Information
Project Identifiers | Project ID: 215554 DEA: 061A9004 EFIS: 0621000018 |
---|---|
DIST-CO-RTE-PM | 06-KER-5-4.4/R15.8 |
Award Date | 05/06/2021 |
Closeout Date | 10/24/2022 |
Work Description | COLD PLANE & PLACE HMA & INDIVIDUAL SLAB REPLACEMENT. |
Location Description | KERN COUNTY AT GRAPEVINE FROM 0.4 MILE NORTH OF LEBEC ROAD OVERCROSSING TO ROUTES 5/99 SEPARATION |
QA Service Level | 1 (Verified on 03/10/2021) |
Sample Information
Sample Taken Date | 08/23/2021 | Sample Unique Key | 23 |
---|---|---|---|
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 | 08/31/2021 |
Sample type | Department Acceptance | A brief description of the sample | Asphalt Binder PG 70-10 |
The quantity of what the sample constitutes | 1 can | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Isidro | Last name of sampler or witnessed by | Perez |
Title of sampler | RE | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | San Joaquin Refinery, Bakersfield, CA | Transportation Laboratory (TL) Number | 772218 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 70-10 |
---|---|---|---|
Modified | No | Lot number | 1 |
Sublot number | 4 | Tank number | 32001 |
Time of sample | HMA Supplier | Vulcan Materials | |
Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-08-23-23
DIME Test ID: 2021-08-23-23-2
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: 2021-09-21
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 09/07/2021
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): 89.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.281 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.28 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications Original
Test was verified on 9/21/2021 ✔