Summary for Test 2025-08-07-25-6
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 1001089 DEA: 010P3604 EFIS: 0124000224 |
|---|---|
| DIST-CO-RTE-PM | 01-LAK-175-0.0/R8.2 |
| Award Date | 05/22/2025 |
| Closeout Date | 12/02/2025 |
| Work Description | HM1 type Maintenance project. REPLACE AC SURFACING, MICRO-SURFACING, AND PAVEMENT DELINEATION. |
| Location Description | LAKE COUNTY NEAR LAKEPORT FROM THE MENDOCINO COUNTY LINE TO 1.3 MILES EAST OF MATHEWS ROAD |
| QA Service Level | 1 (Verified on 05/01/2025) |
Sample Information
| Sample Taken Date | 08/07/2025 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 08/12/2025 |
| Sample type | Production Start-Up | A brief description of the sample | Asphalt Binder Sample |
| The quantity of what the sample constitutes | 1 Can PSE | From where was the sample collected | Source |
| First name of sampler or witnessed by | Felipe | Last name of sampler or witnessed by | Damian |
| Title of sampler | QA | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Valero-Benicia Asphalt Plant | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 778815 | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
|---|---|---|---|
| Modified | No | Lot number | 1 |
| Sublot number | 1 | Tank number | |
| Time of sample | 07:00 AM | HMA Supplier | Granite lakeport |
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2025-08-07-25
DIME Test ID: 2025-08-07-25-6
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: 2025-09-17
Test Results
Input Type: Measured
Tester's full name: Atlas
Date of test: 09/10/2025
Minimum test bath temperature at 240 s: -12.1 C
Maximum test bath temperature at 240 s: -11.9 C
Time of test load application: no data
File name of test data: no data
Time beam in bath: no data
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: 124.000 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.371
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 9/17/2025 ✔