Summary for Test 2022-02-08-19-6
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 55556 DEA: OCR EFIS: OCR |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for Oregon Corp. Research. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 02/08/2022 | Sample Unique Key | 19 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/14/2022 | Sample type | Proficiency |
| A brief description of the sample | ASPHALT BINDER | The quantity of what the sample constitutes | 1 OF 1 |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | KEVIN |
| Last name of sampler or witnessed by | MCKINNEY | Title of sampler | ASPHALT TECHNOLOGIST |
| Telephone number of sampler | 775-835-6366 | Laboratory sample identification | OCTG SAMPLE ID 322 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | PNAC LLC, Marathon Petroleum | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 70-34 M |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | PNAC LLC - Fernley NV | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2022-02-08-19
DIME Test ID: 2022-02-08-19-6
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
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: 2022-02-18
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 02/17/2022
Minimum test bath temperature at 240 s: -24.0 C
Maximum test bath temperature at 240 s: -24.0 C
Time of test load application: no data
File name of test data: no data
Time beam in bath: no data
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: 964.0 mN
Beam deflection 60.0 s: 0.426 µm
Measured Stiffness Modulus 60.0 s: 182.000 mPa
Estimated Stiffness Modulus 60.0 s: 183.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.328
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 2/18/2022 ✔