Summary for Test 2026-02-06-11-4
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 995125 DEA: 101E3004 EFIS: 1018000273 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ-5-32.5/49.8 |
| Award Date | 01/12/2024 |
| Closeout Date | Not set |
| Work Description | REMOVE EXISTING PAVEMENT AND REPLACE WITH CONCRETE PAVEMENT. |
| Location Description | SAN JOAQUIN COUNTY IN AND NEAR STOCKTON FROM 0.2 MILE SOUTH OF HAMMER LANE UNDERCROSSING TO SACRAMENTO COUNTY LINE |
| QA Service Level | 1 (Verified on 09/26/2023) |
Sample Information
| Sample Taken Date | 02/06/2026 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 02/09/2026 |
| Sample type | Verification | A brief description of the sample | PG 64-10 Tank 19 |
| The quantity of what the sample constitutes | 1 Quart Can | From where was the sample collected | Source |
| First name of sampler or witnessed by | Humberto | Last name of sampler or witnessed by | Ramirez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | 2026-02-03-61 | |
| The fabricator/manufacturer/facility name | Pacific Northwest Oil - Stockton, CA | 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 64-10 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | 19 | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | Yes |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2026-02-06-11
DIME Test ID: 2026-02-06-11-4
Testing Lab: Atlas - Denver
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: 2026-02-19
Test Results
Input Type: Calculated
Tester's full name: Erik Svensson
Date of test: 02/19/2026
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: 30.945 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.471
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 2/19/2026 ✔