Summary for Test 2021-03-05-3-3
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 99999 DEA: 0322222 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| QA Service Level | (Verified on 04/05/2013) |
Sample Information
| Sample Taken Date | 03/05/2021 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/05/2021 | Sample type | Quality Control |
| A brief description of the sample | Asphalt Binder | The quantity of what the sample constitutes | 2 cans, split sample |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | John |
| Last name of sampler or witnessed by | Doe | Title of sampler | COC Program |
| Telephone number of sampler | 916-111-1111 | Laboratory sample identification | 6416-100520 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | VSS Emultech | |
| 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 64-16 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | 3 | |
| Time of sample | 8:00am | HMA Supplier | |
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | Not set |
| Multigrade Type | Not set | 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: 2021-03-05-3
DIME Test ID: 2021-03-05-3-3
Testing Lab: Veleroo - Coolidge
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: 2021-03-05
Test Results
Input Type: Calculated
Tester's full name: Binder Lab Tester 1
Date of test: 03/05/2021
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: 0.0 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: 260.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.331
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/5/2021 ✔