Summary for Test 2025-10-13-39-9
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 | 10/13/2025 | Sample Unique Key | 39 |
|---|---|---|---|
| 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 | 11/24/2025 |
| Sample type | Quality Control | A brief description of the sample | Asphalt Binder PG58-22 |
| The quantity of what the sample constitutes | 2 of 2 can, initial testing new PG | 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 | 5822251013 | Linked DIME Sample ID | 2025-10-13-35 |
| 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 58-22 |
|---|---|---|---|
| Modified | No | Lot number | 5822251013 |
| Sublot number | Tank number | 2002 | |
| Time of sample | 9:00 | HMA Supplier | |
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | Yes |
| Multigrade Type | PG 58-22 / PG 58-16 | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2025-10-13-39
DIME Test ID: 2025-10-13-39-9
Testing Lab: ABT Group
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: 2025-12-08
Test Results
Input Type: Calculated
Tester's full name: Erik Svensson
Date of test: 12/08/2025
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: 178.000 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.372
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 12/8/2025 ✔