Summary for Test 2025-06-11-92-6
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 | 06/11/2025 | Sample Unique Key | 92 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/11/2025 | Sample type | Quality Control |
| A brief description of the sample | PG58-16 | The quantity of what the sample constitutes | 1 of 2 cans |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | RICK |
| Last name of sampler or witnessed by | RAMOS | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 5816250611 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | San Joaquin Refinery, Bakersfield, CAopop | |
| 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 58-16 |
|---|---|---|---|
| Modified | No | Lot number | 5816250611 |
| Sublot number | Tank number | 2002 | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2025-06-11-92
DIME Test ID: 2025-06-11-92-6
Testing Lab: San Joaquin Refinery - Bakersfield
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: 2025-07-03
Test Results
Input Type: Calculated
Tester's full name: RICK RAMOS
Date of test: 06/12/2025
Time test started: 12:28:22 HH:MM:SS
Flags issued by software during test: NONE
Correlation coefficient (R²): 0.999995
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: 68.000 MPa
Estimated Stiffness Modulus 60.0 s: 68.000 MPa
Difference between stiffness moduli 60.0 s: 0 %
Estimated m-value 60.0 s: 0.454
General comments (publicly viewable) (Max 1000 characters): TEST@ -6.0C
Test was verified on 7/3/2025 ✔