Summary for Test 2026-07-16-39-8
Test performed: AASHTO T313-2025Project Information
| Project Identifiers | Project ID: 1000561 DEA: 010J8904 EFIS: 0119000119 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-36-3.9/6.0 |
| Award Date | 12/06/2024 |
| Closeout Date | Not set |
| Work Description | HOT MIX ASPHALT, AGGREGATE BASE, AND STRUCTURAL CONCRETE. |
| Location Description | HUMBOLDT COUNTY AT CARLOTTA FROM 0.2 MILE WEST OF FISHER ROAD TO 0.2 MILE WEST OF WILDER ROAD |
| QA Service Level | 1 (Verified on 09/23/2024) |
Sample Information
| Sample Taken Date | 07/16/2026 | Sample Unique Key | 39 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/21/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 1 can of PG 64-28M | The quantity of what the sample constitutes | 1 can |
| From where was the sample collected | Source | First name of sampler or witnessed by | CHASE |
| Last name of sampler or witnessed by | PETERSON | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | MERCER FRASER-FORTUNA | |
| Transportation Laboratory (TL) Number | 544554 | Inspector Lot Number from the Transportation Laboratory (TL) Form | 544554 |
| 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 | 26139 |
| Sublot number | 26139 | Tank number | |
| Time of sample | HMA Supplier | MERCER FRASER- FORTUNA | |
| Certified Asphalt Supplier | Western Emulsions - White City Emulsion Plant - White City OR | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | 1/2" HMA-0 | HMA Supplier Mix ID Number | NOT ON TL-101 |
Test Details
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DIME Sample ID: 2026-07-16-39
DIME Test ID: 2026-07-16-39-8
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: 2026-08-05
Test Results
Input Type: Calculated
Tester's full name: Erik Svensson
Date of test: 08/05/2026
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: 184.698 MPa
Difference between stiffness moduli 60.0 s: 0.00 %
Estimated m-value 60.0 s: 0.302
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 8/5/2026 ✔