Summary for Test 2026-01-14-35-8
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 1000207 DEA: 060Q4324 EFIS: 0619000026 COOP: 061730 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-190-13.1/16.6 |
| Award Date | 06/27/2025 |
| Closeout Date | Not set |
| Work Description | HMA, MINOR CONCRETE AND JPCP. |
| Location Description | TULARE COUNTY IN AND NEAR PORTERVILLE AT VARIOUS LOCATIONS FROM 0.2 MILE WEST OF WESTWOOD STREET TO 0.1 MILE EAST OF SOUTH MAIN STREET |
| QA Service Level | 1 (Verified on 03/25/2024) |
Sample Information
| Sample Taken Date | 01/14/2026 | Sample Unique Key | 35 |
|---|---|---|---|
| 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 | 01/27/2026 |
| Sample type | Quality Assurance | A brief description of the sample | binder |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Source |
| First name of sampler or witnessed by | Frank | Last name of sampler or witnessed by | N/A |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Albina Chowchilla | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 56378 | Structure unique identifier | |
| Structure name | Bid Item | 3932711 |
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 | Albina Asphalt - Chowchilla CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2026-01-14-35
DIME Test ID: 2026-01-14-35-8
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: 2026-02-04
Test Results
Input Type: Calculated
Tester's full name: Erik Svensson
Date of test: 02/03/2026
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: 68.500 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.391
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 2/4/2026 ✔