Summary for Test 2022-01-07-37-11
Test performed: AASHTO T313-19
Warning: The test results shown on this page have been superseded and are invalid.
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Project 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 | 01/07/2022 | Sample Unique Key | 37 |
---|---|---|---|
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 | 01/07/2022 |
Sample type | Verification | A brief description of the sample | Blender |
The quantity of what the sample constitutes | 1 of 1 | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Dan | Last name of sampler or witnessed by | Virkler |
Title of sampler | Not set | Telephone number of sampler | Not set |
Laboratory sample identification | Z3227695 | Linked DIME Sample ID | Not set |
The fabricator/manufacturer/facility name | Las Vegas, NV | Transportation Laboratory (TL) Number | Not set |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
Structure name | Not set |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 70-10 |
---|---|---|---|
Modified | Not set | Lot number | Not set |
Sublot number | Not set | Tank number | Not set |
Time of sample | Not set | HMA Supplier | Not set |
Certified Asphalt Supplier | Ergon Asphalt & Emulsions | Multigrade | Not set |
Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-01-07-37
DIME Test ID: 2022-01-07-37-11
Testing Lab: Ergon Asphalt & Emulsions
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2022-01-31
Test Results
Input Type: Calculated
Tester's full name: Cef
Date of test: 01/31/2022
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: 0.389
General comments (publicly viewable) (Max 1000 characters): Submitted from ASCP bulk upload.
Test was verified on 1/31/2022 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.