Summary for Test 2021-10-06-31-8
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 215687 DEA: 074W6104 EFIS: 0719000104 |
---|---|
DIST-CO-RTE-PM | 07-LA-18-0.0/4.5 |
Award Date | 05/26/2021 |
Closeout Date | 10/06/2022 |
Work Description | PLACE RUBBERIZED HMA (GAP GRADED). |
Location Description | LOS ANGELES COUNTY NEAR LLANO FROM SAN BERNARDINO COUNTY LINE TO JUNCTION ROUTE 138 |
QA Service Level | 1 (Verified on 07/01/2021) |
Sample Information
Sample Taken Date | 10/06/2021 | Sample Unique Key | 31 |
---|---|---|---|
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 | 10/12/2021 |
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 | Kevin | Last name of sampler or witnessed by | Hopkins |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite-Littlerock | Transportation Laboratory (TL) Number | C100621A |
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 | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-10-06-31
DIME Test ID: 2021-10-06-31-8
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: 201.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.361
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/23/2021 ✔