Summary for Test 2026-06-01-74-4
Test performed: AASHTO T313-2025Project Information
| Project Identifiers | Project ID: 1000637 DEA: 031H1404 EFIS: 0316000060 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT-99-R3.1/5.0 |
| Award Date | 01/08/2025 |
| Closeout Date | Not set |
| Work Description | RHMA, HMA, LIGHTING SYSTEMS, CURB RAMPS, SIDEWALKS, AND DRIVEWAYS. |
| Location Description | BUTTE COUNTY IN AND NEAR GRIDLEY FROM HOLLIS LANE TO 0.2 MILE NORTH OF FORD AVENUE |
| QA Service Level | 1 (Verified on 11/06/2024) |
Sample Information
| Sample Taken Date | 06/01/2026 | Sample Unique Key | 74 |
|---|---|---|---|
| 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 | 06/10/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 58-22 |
| The quantity of what the sample constitutes | 1 can of 58-22 | From where was the sample collected | Source |
| First name of sampler or witnessed by | brad | Last name of sampler or witnessed by | m |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | teichert hallwood | Transportation Laboratory (TL) Number | 955803 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 955803 | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
|---|---|---|---|
| Modified | Lot number | 1 | |
| Sublot number | 1 | Tank number | |
| Time of sample | HMA Supplier | Teichert Hallwood | |
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | Yes |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2026-06-01-74
DIME Test ID: 2026-06-01-74-4
Testing Lab: Atlas - Denver
Test Method: AASHTO T313-2025: Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2026-06-24
Test Results
Input Type: Calculated
Tester's full name: Erik Svensson
Date of test: 06/24/2026
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: 122.000 MPa
Difference between stiffness moduli 60.0 s: 0.00 %
Estimated m-value 60.0 s: 0.331
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 6/24/2026 ✔