Summary for Test 2021-08-05-14-9
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 7613 DEA: 071218W4 EFIS: 0700021119 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-29.4/31.6 |
| Award Date | 11/29/2012 |
| Closeout Date | 07/31/2023 |
| Work Description | REALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS. |
| Location Description | LOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 10/08/2012) |
Sample Information
| Sample Taken Date | 08/05/2021 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/09/2021 | Sample type | Verification |
| 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 | Thomas |
| Last name of sampler or witnessed by | Shivers | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0449-21 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Sun Valley | |
| 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 64-16 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | Yes |
| Multigrade Type | PG 64-16 / PG 64-10 | Asphalt Binder Mix Number | Not set |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2021-08-05-14
DIME Test ID: 2021-08-05-14-9
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2021-09-08
Test Results
Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 09/04/2021
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: 128.900 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.330
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/8/2021 ✔