Summary for Test 2021-07-01-7-8
Test performed: AASHTO T313-19Project 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 | 07/01/2021 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 07/01/2021 |
| Sample type | Quality Control | A brief description of the sample | Asphalt Binder |
| The quantity of what the sample constitutes | 2 quarts cans, split sample | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Thomas | Last name of sampler or witnessed by | Ludlum |
| Title of sampler | COC Program | Telephone number of sampler | |
| Laboratory sample identification | 21-145 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | HollyFrontier-Glendale,AZ | 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 70-10 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | 533 | |
| Time of sample | 9 am/7-1-2021 | HMA Supplier | |
| Certified Asphalt Supplier | Holly Frontier Asphalt Company - Glendale AZ | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-07-01-7
DIME Test ID: 2021-07-01-7-8
Testing Lab: HollyFrontier Asphalt Company LLC
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: 2021-07-02
Test Results
Input Type: Calculated
Tester's full name: Thomas Ludlum
Date of test: 07/02/2021
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 mN
Deflection at time 0.0 s: 0 µm
Load at time 0.5 s: 0 mN
Deflection at time 0.5 s: 0 µm
Load at 60.0 s: 0 mN
Beam deflection 60.0 s: 0 µm
Measured Stiffness Modulus 60.0 s: 100.1 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.335
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/2/2021 ✔