Summary for Test 2025-07-09-98-9
Test performed: AASHTO T313-22Project 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 | 07/09/2025 | Sample Unique Key | 98 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/09/2025 | Sample type | Quality Control |
| A brief description of the sample | Tank 3 | The quantity of what the sample constitutes | 1 of 1 |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Shawn |
| Last name of sampler or witnessed by | Smith | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 17206416072502 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Corona, CA | |
| 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 | Lot number | ||
| Sublot number | Tank number | 3 | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Seventeen Twenty Oil Company - Corona CA | Multigrade | Yes |
| Multigrade Type | PG 64-16 / PG 64-10 | Asphalt Binder Mix Number | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2025-07-09-98
DIME Test ID: 2025-07-09-98-9
Testing Lab: Seventeen Twenty Oil Company
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2025-08-12
Test Results
Input Type: Calculated
Tester's full name: shawn smith
Date of test: 08/12/2025
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: no data
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.471
General comments (publicly viewable) (Max 1000 characters): Submitted from ASCP bulk upload.
Test was verified on 8/12/2025 ✔