Summary for Test 2026-09-15-64-7
Test performed: AASHTO T313-2025Project Information
| Project Identifiers | Project ID: 1001246 DEA: 041Q7214 EFIS: 0423000277 |
|---|---|
| DIST-CO-RTE-PM | 04-CC,CC,SOL-580,680,780-Var |
| Award Date | 09/25/2025 |
| Closeout Date | Not set |
| Work Description | INSTALL FIBER OPTIC CABLE SYSTEM, RAMP METERING, AND WIDEN ROADWAY. |
| Location Description | ALAMEDA, CONTRA COSTA AND SOLANO COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 08/13/2025) |
Sample Information
| Sample Taken Date | 09/15/2026 | Sample Unique Key | 64 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/22/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 2 cans of PG 58-22 | The quantity of what the sample constitutes | 2 cans |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Dennis |
| Last name of sampler or witnessed by | Yeung | Title of sampler | TE |
| Telephone number of sampler | Laboratory sample identification | 8 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan- Pleasanton | |
| Transportation Laboratory (TL) Number | CPL091526-2 | Inspector Lot Number from the Transportation Laboratory (TL) Form | CPL091526-2 |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Vulcan- Pleasanton | |
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | 3/4" HMA-A 25% RAP | HMA Supplier Mix ID Number | NOT ON TL101 |
Test Details
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DIME Sample ID: 2026-09-15-64
DIME Test ID: 2026-09-15-64-7
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T313-2025: Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2026-10-21
Test Results
Input Type: Calculated
Tester's full name: Erik Svensson
Date of test: 10/21/2026
Paired test specimens performed?: no data
BBR Software for individual test specimens: no data
Maximum test bath temperature at 240 S: 0.0 C
Minimum test bath temperature at 240 S: 0.0 C
Time of test load application: no data
File name of test data: no data
Time test specimen in bath: no data
Time test started: no data
Flags issued by software during test: no data
Correlation coefficients and least square fit R² value: 0.000
Comments: no data
Regression coefficient a: 0.000
Regression coefficient b: 0.000
Regression coefficient c: 0.000
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
Loading time 8.0 s: 0.0 s
Load at 8.0 s: 0.0 mN
Test specimen deflection 8.0 s: 0.000 µm
Measured Stiffness Modulus 8.0 s: 0.000 MPa
Estimated Stiffness Modulus 8.0 s: 0.000 MPa
Difference between stiffness moduli 8.0 s: 0.00 %
Estimated m-value 8.0 s: 0.000
Loading time 15.0 s: 0.0 s
Load at 15.0 s: 0.0 mN
Test specimen deflection 15.0 s: 0.000 µm
Measured Stiffness Modulus 15.0 s: 0.000 MPa
Estimated Stiffness Modulus 15.0 s: 0.000 MPa
Difference between stiffness moduli 15.0 s: 0.00 %
Estimated m-value 15.0 s: 0.000
Loading time 30.0 s: 0.0 s
Load at 30.0 s: 0.0 mN
Test specimen deflection 30.0 s: 0.000 µm
Measured Stiffness Modulus 30.0 s: 0.000 MPa
Estimated Stiffness Modulus 30.0 s: 0.000 MPa
Difference between stiffness moduli 30.0 s: 0.00 %
Estimated m-value 30.0 s: 0.000
Loading time 60.0 s: 0.0 s
Load at 60.0 s: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Test specimen deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 0.000 MPa
Estimated Stiffness Modulus 60.0 s: 182.369 MPa
Difference between stiffness moduli 60.0 s: 0.00 %
Estimated m-value 60.0 s: 0.297
Loading time 120.0 s: 0.0 s
Load at 120.0 s: 0.0 mN
Test specimen deflection 120.0 s: 0.000 µm
Measured Stiffness Modulus 120.0 s: 0.000 MPa
Estimated Stiffness Modulus 120.0 s: 0.000 MPa
Difference between stiffness moduli 120.0 s: 0.00 %
Estimated m-value 120.0 s: 0.000
Loading time 240.0 s: 0.0 s
Load at 240.0 s: 0.0 mN
Test specimen deflection 240.0 s: 0.000 µm
Measured Stiffness Modulus 240.0 s: 0.000 MPa
Estimated Stiffness Modulus 240.0 s: 0.000 MPa
Difference between stiffness moduli 240.0 s: 0.00 %
Estimated m-value 240.0 s: 0.000
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 10/21/2026 ✔