Summary for Test 2023-05-03-44-4
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 994632 DEA: 061E6004 EFIS: 0622000067 |
---|---|
DIST-CO-RTE-PM | 06-KER-166-9.0/24.6 |
Award Date | 03/07/2023 |
Closeout Date | 02/26/2024 |
Work Description | Not set |
Location Description | FOR CONSTRUCTION ON STATE HIGHWAY IN KERN COUNTY NEAR MARICOPA FROM 4.0 MILES EAST OF BASIC SCHOOL ROAD TO ROUTE 166/99 SEPARATION |
QA Service Level | 1 (Verified on 05/10/2023) |
Sample Information
Sample Taken Date | 05/03/2023 | Sample Unique Key | 44 |
---|---|---|---|
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 | 05/09/2023 |
Sample type | Department Acceptance | A brief description of the sample | PG 58-16 |
The quantity of what the sample constitutes | 1 of 1 can | From where was the sample collected | Job Site |
First name of sampler or witnessed by | P | Last name of sampler or witnessed by | Klinker |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Arvin CA | Transportation Laboratory (TL) Number | C 750980 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 58-16 |
---|---|---|---|
Modified | 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 |
Test Details
DIME Sample ID: 2023-05-03-44
DIME Test ID: 2023-05-03-44-4
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: 2023-05-11
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 05/10/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.310 kPa
Phase Angle (δ) (for the 10 cycles): 88.4 degree
Complex Modulus (G*) (for the 10 measurements): 2.584 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.59 kPa
General comments (publicly viewable) (Max 1000 characters): OG 2
Test was verified on 5/11/2023 ✔