Summary for Test 2025-05-06-58-5
Test performed: AASHTO T313-22
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Project Information
| Project Identifiers | Project ID: 214627 DEA: 05344904 EFIS: 0500000505 |
|---|---|
| DIST-CO-RTE-PM | 05-SBT-156-3/R8.2 |
| Award Date | 05/19/2022 |
| Closeout Date | Not set |
| Work Description | SAN BENITO ROUTE 156 IMPROVEMENT PROJECT SAN BENITO RTE 156 IMPROVEMENT PROJECT; INCLUDES NEW BRIDGE AND WIDENING OF EXISTING BRIDGE. |
| Location Description | SAN BENITO COUNTY IN AND NEAR SAN JUAN BAUTISTA FROM THE ALAMEDA TO 0.2 MILE EAST OF FOURTH STREET/BUSINESS ROUTE 156 |
| QA Service Level | 1 (Verified on 01/14/2020) |
Sample Information
| Sample Taken Date | 05/06/2025 | Sample Unique Key | 58 |
|---|---|---|---|
| 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 | 05/13/2025 |
| Sample type | Quality Assurance | A brief description of the sample | PG 64-28M |
| The quantity of what the sample constitutes | 1 of 2 Cans | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | A | Last name of sampler or witnessed by | Romiza |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Teichert Vernalis | Transportation Laboratory (TL) Number | 0506252 |
| 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 64-28 M |
|---|---|---|---|
| Modified | Yes | Lot number | 1 |
| Sublot number | 1 | Tank number | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2025-05-06-58
DIME Test ID: 2025-05-06-58-5
Testing Lab: WSP USA - Phoenix
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: 2025-05-28
Test Results
Input Type: Measured
Tester's full name: Brian Waterbury
Date of test: 05/23/2025
Minimum test bath temperature at 240 s: 18.0 C
Maximum test bath temperature at 240 s: 18.0 C
Time of test load application: no data
File name of test data: no data
Time beam in bath: no data
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: 102.000 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.355
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 5/28/2025 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.