Summary for Test 2022-09-20-48-8
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 993153 DEA: 120H0474 EFIS: 1212000053 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-241-27.8/38.0 |
| Award Date | 10/21/2021 |
| Closeout Date | 06/18/2025 |
| Work Description | PLACE HMA AND PERFORATED PLASTIC PIPE UNDERDRAIN. |
| Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS FROM 0.1 MILE NORTH OF ROUTE 133 TO 0.5 MILE SOUTH OF ROUTE 91 |
| QA Service Level | 1 (Verified on 08/02/2021) |
Sample Information
| Sample Taken Date | 09/20/2022 | Sample Unique Key | 48 |
|---|---|---|---|
| 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 | 10/06/2022 |
| Sample type | Per Request | A brief description of the sample | PG Asphalt Binder |
| The quantity of what the sample constitutes | 1 Quart Can | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Cuong | Last name of sampler or witnessed by | Pham |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0678-22 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan-Corona Drum | 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 | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-09-20-48
DIME Test ID: 2022-09-20-48-8
Testing Lab: CT D08 - Fontana Southern Regional 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: 2022-10-31
Test Results
Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 10/25/2022
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: 83.600 MPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.418
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/31/2022 ✔