Summary for Test 2023-08-31-42-4
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 993589 DEA: 100T6804 EFIS: 1017000005 |
|---|---|
| DIST-CO-RTE-PM | 10-MER-5,165,152,33-Var |
| Award Date | 05/12/2022 |
| Closeout Date | 03/06/2024 |
| Work Description | SHOULDER AND RAMP WIDENING, COLD PLANE, HMA PAVING AND DIKES. |
| Location Description | MERCED COUNTY AT ROUTE 5/165 SEPARATION AND AT ROUTE 152/33 SEPARATION |
| QA Service Level | 1 (Verified on 03/01/2022) |
Sample Information
| Sample Taken Date | 08/31/2023 | Sample Unique Key | 42 |
|---|---|---|---|
| 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 | 09/07/2023 |
| Sample type | Department Acceptance | A brief description of the sample | TEST Asphalt Binder |
| The quantity of what the sample constitutes | 2 of 2 | From where was the sample collected | Source |
| First name of sampler or witnessed by | T | Last name of sampler or witnessed by | Trefz |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Teichert Vernalis | Transportation Laboratory (TL) Number | 749403 |
| 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 70-10 |
|---|---|---|---|
| Modified | No | Lot number | 1 |
| Sublot number | 1 | Tank number | |
| Time of sample | HMA Supplier | Teichert Vernalis Plant | |
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | Yes |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2023-08-31-42
DIME Test ID: 2023-08-31-42-4
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: 2023-09-13
Test Results
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 09/12/2023
Minimum test bath temperature at 240 s: 0.0 C
Maximum test bath temperature at 240 s: 0.0 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: 67.400 MPa
Estimated Stiffness Modulus 60.0 s: 67.500 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.360
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 9/13/2023 ✔