Summary for Test 2021-09-28-25-8
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 214920 DEA: 073W8704 EFIS: 0717000118 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-1-46.9/50.4 |
| Award Date | 06/09/2020 |
| Closeout Date | 07/03/2023 |
| Work Description | PERFORM SLURRY SEAL, REPLACE AC SURFACING AND INDIVIDUAL SLABS. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR MALIBU FROM MALIBU LAGOON BRIDGE TO SOLISTICE CANYON CREEK BRIDGE |
| QA Service Level | 1 (Verified on 04/07/2021) |
Sample Information
| Sample Taken Date | 09/28/2021 | Sample Unique Key | 25 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/01/2021 | 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 | Robert |
| Last name of sampler or witnessed by | RJ Noble QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0566-21 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | World Oil | |
| 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 58-22 |
|---|---|---|---|
| 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 | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2021-09-28-25
DIME Test ID: 2021-09-28-25-8
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: 2021-11-05
Test Results
Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 11/05/2021
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: 103.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.349
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/5/2021 ✔