Summary for Test 2021-07-15-25-14
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 | 07/15/2021 | Sample Unique Key | 25 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/21/2021 | Sample type | Proficiency |
| A brief description of the sample | PG58V-22 | The quantity of what the sample constitutes | 1 of 1 can |
| From where was the sample collected | Source | First name of sampler or witnessed by | na |
| Last name of sampler or witnessed by | na | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | US Oil | |
| 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 58-22 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Oregon Corp - Salem OR | 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: 2021-07-15-25
DIME Test ID: 2021-07-15-25-14
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: 2021-08-12
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 07/28/2021
Minimum test bath temperature at 240 s: -12.0 C
Maximum test bath temperature at 240 s: -12.0 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: 962.0 mN
Beam deflection 60.0 s: 0.937 µm
Measured Stiffness Modulus 60.0 s: 82.800 mPa
Estimated Stiffness Modulus 60.0 s: 82.700 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.344
General comments (publicly viewable) (Max 1000 characters): BBR @ -12c per 2018 standard specifications #2
Test was verified on 8/12/2021 ✔