Summary for Test 2021-10-12-28-8
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 215083 DEA: 07307504 EFIS: 0714000217 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-101-11.8/31.1 |
| Award Date | 09/21/2020 |
| Closeout Date | 08/25/2022 |
| Work Description | PLACE RHMA-G, MODIFY RAMP METERING AND SIGNAL AND LIGHTING SYSTEMS. |
| Location Description | LOS ANGELES COUNTY FROM TUJUNGA AVENUE UNDERCROSSING TO LAS VIRGENES ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 11/18/2020) |
Sample Information
| Sample Taken Date | 10/12/2021 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 10/14/2021 |
| 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 | Victor | Last name of sampler or witnessed by | Pham |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0588-21 | 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 |
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 | San Joaquin Refinery - Bakersfield CA | Multigrade | Yes |
| Multigrade Type | PG 64-16 / PG 64-10 | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-10-12-28
DIME Test ID: 2021-10-12-28-8
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: 2021-11-23
Test Results
Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 11/20/2021
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: 89.100 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.321
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/23/2021 ✔