Summary for Test 2026-05-18-24-8
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 1000826 DEA: 07344504 EFIS: 0718000061 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-150- |
| Award Date | 02/14/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AND OVERLAY, MODIFY TRAFFIC SIGNALS AND REPLACE CURB RAMPS. |
| Location Description | VENTURA COUNTY IN SANTA PAULA FROM 0.2 MILE NORTH OF BRIDGE ROAD TO SANTA MARIA STREET |
| QA Service Level | 1 (Verified on 01/27/2025) |
Sample Information
| Sample Taken Date | 05/18/2026 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 05/19/2026 |
| 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 | SEKE | Last name of sampler or witnessed by | ORTEGAG-QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite-Santa Paula | 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 | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2026-05-18-24
DIME Test ID: 2026-05-18-24-8
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: 2026-06-04
Test Results
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 06/02/2026
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: 202.942 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.383
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/4/2026 ✔
