Summary for Test 2021-11-15-1-8
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 | 11/15/2021 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 11/15/2021 |
| Sample type | Verification | A brief description of the sample | Tank 18 |
| The quantity of what the sample constitutes | 1 of 1 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Juan | Last name of sampler or witnessed by | Gomez |
| Title of sampler | Not set | Telephone number of sampler | Not set |
| Laboratory sample identification | 202110311 | Linked DIME Sample ID | Not set |
| The fabricator/manufacturer/facility name | Stockton, CA | 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 64-16 |
|---|---|---|---|
| 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 | Pacific Northwest Oil | Multigrade | Not set |
| Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
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Sample Details QR Code
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DIME Sample ID: 2021-11-15-1
DIME Test ID: 2021-11-15-1-8
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: 2021-11-15
Test Results
Input Type: Calculated
Tester's full name: PS
Date of test: 11/15/2021
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: no data
Estimated Stiffness Modulus 60.0 s: 70 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: no data
General comments (publicly viewable) (Max 1000 characters): Submitted from ASCP bulk upload.
Test was verified on 11/15/2021 ✔