Summary for Test 2022-08-02-53-4
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 215425 DEA: 06360244 EFIS: 0613000005 |
---|---|
DIST-CO-RTE-PM | 06-TUL-99-30.6/35.2 |
Award Date | 04/23/2021 |
Closeout Date | Not set |
Work Description | Widen Freeway & Bridge Construction (Concrete Bridge) |
Location Description | Not set |
QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
Sample Taken Date | 08/02/2022 | Sample Unique Key | 53 |
---|---|---|---|
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 | 08/08/2022 |
Sample type | Acceptance | A brief description of the sample | 3/4-inch Type A HMA R15 PG 64-10 |
The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Other |
First name of sampler or witnessed by | Eric | Last name of sampler or witnessed by | _ |
Title of sampler | QC | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | San Joaquin Refining Co Inc | Transportation Laboratory (TL) Number | 056266 |
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 | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-08-02-53
DIME Test ID: 2022-08-02-53-4
Testing Lab: CT HQ - Sacramento Asphalt Binder 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: 2022-08-19
Test Results
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 08/19/2022
Minimum test bath temperature at 240 s: 0.0 C
Maximum test bath temperature at 240 s: 0.0 C
Time of test load application: no data
File name of test data: no data
Time beam in bath: no data
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: 72.800 mPa
Estimated Stiffness Modulus 60.0 s: 72.700 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.497
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 8/19/2022 ✔