Summary for Test 2024-11-09-4-5
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 994309 DEA: 033H5404 EFIS: 0318000012 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT-70-46.0/47.0 |
| Award Date | 02/10/2023 |
| Closeout Date | Not set |
| Work Description | RAISE ALIGNMENT, PLACE HMA, STRUCTURAL CONCRETE & BRIDGE RAIL. |
| Location Description | BUTTE COUNTY NEAR PARADISE FROM 0.8 MILE WEST OF SHADY REST AREA TO 0.2 MILE EAST OF SHADY REST AREA |
| QA Service Level | 1 (Verified on 10/04/2022) |
Sample Information
| Sample Taken Date | 11/09/2024 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 11/19/2024 |
| Sample type | Quality Assurance | A brief description of the sample | PG 64-10 |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | M | Last name of sampler or witnessed by | Atteberry |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Valero-Benicia Asphalt Plant | Transportation Laboratory (TL) Number | 802866 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
|---|---|---|---|
| Modified | No | Lot number | 3 |
| Sublot number | 1 | Tank number | |
| Time of sample | HMA Supplier | Teichert - Hallwood Plant | |
| 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: 2024-11-09-4
DIME Test ID: 2024-11-09-4-5
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
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: 2025-01-29
Test Results
Input Type: Calculated
Tester's full name: Alexis Vargas-Bastida
Date of test: 12/20/2024
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: 80.000 MPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.362
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 1/29/2025 ✔