Summary for Test 2024-05-15-40-5
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 994642 DEA: 033H7304 EFIS: 0318000055 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-51-5.6/5.9 |
| Award Date | 06/30/2023 |
| Closeout Date | 04/11/2025 |
| Work Description | HMA, CLASS 2 AB, RDWY EXC, RCP AND CONCRETE BARRIER. |
| Location Description | SACRAMENTO COUNTY IN SACRAMENTO FROM 0.1 MILE NORTH OF MARCONI AVENUE TO HOWE AVENUE |
| QA Service Level | 1 (Verified on 05/15/2023) |
Sample Information
| Sample Taken Date | 05/15/2024 | Sample Unique Key | 40 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/17/2024 | Sample type | Verification |
| A brief description of the sample | PG 58-16 3/4" WMA 64-10 R25 | The quantity of what the sample constitutes | 1 cans |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Sergio |
| Last name of sampler or witnessed by | Tostado | Title of sampler | Materials Tester |
| Telephone number of sampler | 831588477 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Bradshaw Plant | |
| Transportation Laboratory (TL) Number | 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 58-16 |
|---|---|---|---|
| Modified | No | Lot number | 1 |
| Sublot number | 1 | Tank number | |
| Time of sample | HMA Supplier | Granite Bradshaw | |
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | Yes |
| Multigrade Type | PG 58-22 / PG 58-16 | Asphalt Binder Mix Number | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2024-05-15-40
DIME Test ID: 2024-05-15-40-5
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: 2024-05-23
Test Results
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 05/21/2024
Minimum test bath temperature at 240 s: -6.0 C
Maximum test bath temperature at 240 s: -6.1 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: 40.600 MPa
Estimated Stiffness Modulus 60.0 s: 40.600 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.413
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 5/23/2024 ✔