Summary for Test 2025-10-15-36-10
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 1001065 DEA: 070Y1304 EFIS: 0724000134 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-101-25.9/30.6 |
| Award Date | 05/22/2025 |
| Closeout Date | 05/29/2026 |
| Work Description | MAINLINE INDIVIDUAL SLAB REPLACEMENT. |
| Location Description | VENTURA COUNTY IN VENTURA FROM 0.1 MILE WEST OF TELEPHONE RD UNDERCROSSING TO VENTURA AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/01/2025) |
Sample Information
| Sample Taken Date | 10/15/2025 | Sample Unique Key | 36 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/22/2025 | Sample type | Verification |
| A brief description of the sample | Asphalt Binder Sample | The quantity of what the sample constitutes | 1can |
| From where was the sample collected | Source | First name of sampler or witnessed by | Cesar |
| Last name of sampler or witnessed by | Cesar QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | vulcan saticoy | |
| 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 | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Lunday Thagard Company-World Oil - South Gate CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | Not set | HMA Supplier Mix ID 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: 2025-10-15-36
DIME Test ID: 2025-10-15-36-10
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
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: 2025-12-16
Test Results
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 12/06/2025
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: 97.352 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.417
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/16/2025 ✔