Summary for Test 2023-05-31-52-8
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 993594 DEA: 120S9104 EFIS: 1221000060 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-57-11.0/22.2 |
| Award Date | 04/07/2022 |
| Closeout Date | 09/07/2023 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RHMA-G. |
| Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS FROM 0.2 MILE SOUTH OF CHAPMAN AVENUE UNDERCROSSING TO 0.3 MILE SOUTH OF LOS ANGELES COUNTY LINE |
| QA Service Level | 1 (Verified on 03/21/2022) |
Sample Information
| Sample Taken Date | 05/31/2023 | Sample Unique Key | 52 |
|---|---|---|---|
| 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 | 06/07/2023 |
| Sample type | Per Request | A brief description of the sample | PG Asphalt Binder |
| The quantity of what the sample constitutes | 1 Pint | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | RJ Noble QC | Last name of sampler or witnessed by | RJ Noble QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0298-23 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | RJ Noble Orange | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Lunday Thagard Company-World Oil - South Gate CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2023-05-31-52
DIME Test ID: 2023-05-31-52-8
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: 2023-09-14
Test Results
Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 08/04/2023
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: 86.100 MPa
Estimated Stiffness Modulus 60.0 s: 0.000 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.308
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/14/2023 ✔