Summary for Test 2026-04-02-98-8
Test performed: AASHTO T313-2025Project Information
| Project Identifiers | Project ID: 44444 DEA: ASCP EFIS: ASCP |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for Asphalt Supplier Certification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 04/02/2026 | Sample Unique Key | 98 |
|---|---|---|---|
| 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 | 04/02/2026 |
| Sample type | Verification | A brief description of the sample | Tank 18 |
| The quantity of what the sample constitutes | 1 of 1 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Keven | Last name of sampler or witnessed by | Heitschmidt |
| Title of sampler | Not set | Telephone number of sampler | Not set |
| Laboratory sample identification | PG64284226KF18 | Linked DIME Sample ID | Not set |
| The fabricator/manufacturer/facility name | Klamath Falls, OR | Transportation Laboratory (TL) Number | Not set |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set | Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-28 |
|---|---|---|---|
| Modified | Not set | Lot number | Not set |
| Sublot number | Not set | Tank number | Not set |
| Time of sample | Not set | HMA Supplier | Not set |
| Certified Asphalt Supplier | Albina Asphalt | Multigrade | No |
| Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2026-04-02-98
DIME Test ID: 2026-04-02-98-8
Testing Lab: Albina Asphalt - Klamath Falls
Test Method: AASHTO T313-2025: Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2026-05-12
Test Results
Input Type: Calculated
Tester's full name: Krystal M
Date of test: 05/12/2026
Paired test specimens performed?: no data
BBR Software for individual test specimens: no data
Maximum test bath temperature at 240 S: no data
Minimum test bath temperature at 240 S: no data
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: no data
Comments: no data
Regression coefficient a: no data
Regression coefficient b: no data
Regression coefficient c: no data
Load at time 0.0: no data
Deflection at time 0.0 s: no data
Load at time 0.5 s: no data
Deflection at time 0.5 s: no data
Loading time 8.0 s: no data
Load at 8.0 s: no data
Test specimen deflection 8.0 s: no data
Measured Stiffness Modulus 8.0 s: no data
Estimated Stiffness Modulus 8.0 s: no data
Difference between stiffness moduli 8.0 s: no data
Estimated m-value 8.0 s: no data
Loading time 15.0 s: no data
Load at 15.0 s: no data
Test specimen deflection 15.0 s: no data
Measured Stiffness Modulus 15.0 s: no data
Estimated Stiffness Modulus 15.0 s: no data
Difference between stiffness moduli 15.0 s: no data
Estimated m-value 15.0 s: no data
Loading time 30.0 s: no data
Load at 30.0 s: no data
Test specimen deflection 30.0 s: no data
Measured Stiffness Modulus 30.0 s: no data
Estimated Stiffness Modulus 30.0 s: no data
Difference between stiffness moduli 30.0 s: no data
Estimated m-value 30.0 s: no data
Loading time 60.0 s: no data
Load at 60.0 s: no data
Beam deflection 60.0 s: no data
Test specimen deflection 60.0 s: no data
Measured Stiffness Modulus 60.0 s: no data
Estimated Stiffness Modulus 60.0 s: 171.000 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: no data
Loading time 120.0 s: no data
Load at 120.0 s: no data
Test specimen deflection 120.0 s: no data
Measured Stiffness Modulus 120.0 s: no data
Estimated Stiffness Modulus 120.0 s: no data
Difference between stiffness moduli 120.0 s: no data
Estimated m-value 120.0 s: no data
Loading time 240.0 s: no data
Load at 240.0 s: no data
Test specimen deflection 240.0 s: no data
Measured Stiffness Modulus 240.0 s: no data
Estimated Stiffness Modulus 240.0 s: no data
Difference between stiffness moduli 240.0 s: no data
Estimated m-value 240.0 s: no data
General comments (publicly viewable) (Max 1000 characters): Submitted from ASCP bulk upload.
Test was verified on 5/12/2026 ✔