Summary for Test 2022-06-01-8-8
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 | 06/01/2022 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 06/01/2022 |
| 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 | 6012022 | 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 | Multigrade | Not set |
| Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-06-01-8
DIME Test ID: 2022-06-01-8-8
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: 2022-06-01
Test Results
Input Type: Calculated
Tester's full name: JG
Date of test: 06/01/2022
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 6/1/2022 ✔