Summary for Test 2024-07-10-110-9
Test performed: AASHTO T313-22Project Information
Project Identifiers | Project ID: 44444 DEA: ASCP EFIS: ASCP |
---|---|
DIST-CO-RTE-PM | 59--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Special project for submitting Sample information for Asphalt Supplier Certification Program. |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 07/10/2024 | Sample Unique Key | 110 |
---|---|---|---|
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 | 07/10/2024 |
Sample type | Quality Control | A brief description of the sample | Tank 3 |
The quantity of what the sample constitutes | 1 of 1 | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Shawn | Last name of sampler or witnessed by | Smith |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 17206416072402 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Corona, CA | 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 | ||
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | Seventeen Twenty Oil Company - Corona CA | Multigrade | Yes |
Multigrade Type | PG 64-16 / PG 64-10 | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2024-07-10-110
DIME Test ID: 2024-07-10-110-9
Testing Lab: Seventeen Twenty Oil Company
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2024-08-09
Test Results
Input Type: Calculated
Tester's full name: shawn smith
Date of test: 08/09/2024
Time test started: no data
Flags issued by software during test: no data
Correlation coefficient (R²): 0
Regression coefficient a: no data
Regression coefficient b: no data
Regression coefficient c: no data
Load at time 0.0: 0.0 mN
Deflection at time 0.0 s: 0.000 µm
Load at time 0.5 s: 0.0 mN
Deflection at time 0.5 s: 0.000 µm
Load at 60.0 s: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: no data
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.471
General comments (publicly viewable) (Max 1000 characters): Submitted from ASCP bulk upload.
Test was verified on 8/9/2024 ✔