Summary for Test 2022-03-08-26-8
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 215609 DEA: 074W9404 EFIS: 0720000196 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-101-0.0/1.0 |
| Award Date | 05/06/2021 |
| Closeout Date | 07/14/2022 |
| Work Description | COLD PLANE AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT, SLURRY SEAL. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM ROUTE 10/101 SEPARATION TO SPRING STREET OVERCROSSING |
| QA Service Level | 1 (Verified on 08/17/2021) |
Sample Information
| Sample Taken Date | 03/08/2022 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 03/14/2022 |
| Sample type | Department Acceptance | 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 | Avo | Last name of sampler or witnessed by | Karajian |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0162-22 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Blue Diamond Material-Irwindale | 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 64-10 |
|---|---|---|---|
| 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 | Not set |
Test Details
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DIME Sample ID: 2022-03-08-26
DIME Test ID: 2022-03-08-26-8
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: 2022-05-17
Test Results
Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 05/04/2022
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: 37.400 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.406
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/17/2022 ✔