Summary for Test 2026-05-06-49-8
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 1001197 DEA: 07319604 EFIS: 0716000025 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-1,101-21.3/21.9,R34.9/R36.1 |
| Award Date | 09/16/2025 |
| Closeout Date | Not set |
| Work Description | REMOVE AND CONSTRUCT BRIDGE. |
| Location Description | VENTURA COUNTY ON ROUTE 1 FROM 1.8 MILES NORTH OF ROUTE 1/33 SEPARATION TO 2.0 MILES SOUTH OF A LEASE CANYON ROAD AND ON ROUTE 101 FROM 0.4 MILE NORTH OF DULAH ROAD UNDERCROSSING TO SAN MIGUELITO ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/01/2025) |
Sample Information
| Sample Taken Date | 05/06/2026 | Sample Unique Key | 49 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/08/2026 | 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 | Christopher |
| Last name of sampler or witnessed by | Hurtado | 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 | Valero Wilmington Refinery - Wilmington 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: 2026-05-06-49
DIME Test ID: 2026-05-06-49-8
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: 2026-06-03
Test Results
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 06/03/2026
Time test started: no data
Flags issued by software during test: no data
Correlation coefficient (R²): no data
Regression coefficient a: no data
Regression coefficient b: no data
Regression coefficient c: no data
Load at time 0.0: no data
Deflection at time 0.0 s: no data
Load at time 0.5 s: no data
Deflection at time 0.5 s: no data
Load at 60.0 s: no data
Beam deflection 60.0 s: no data
Measured Stiffness Modulus 60.0 s: no data
Estimated Stiffness Modulus 60.0 s: 46.566 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.403
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/3/2026 ✔