Summary for Test 2022-11-01-83-7
Test performed: AASHTO T313-22Project Information
Project Identifiers | Project ID: 44444 DEA: ASCP EFIS: ASCP |
---|---|
DIST-CO-RTE-PM | 59--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Special project for submitting Sample information for Asphalt Supplier Certification Program. |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 11/01/2022 | Sample Unique Key | 83 |
---|---|---|---|
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 | 11/01/2022 |
Sample type | Quality Control | A brief description of the sample | PG70-10 Asphalt Binder |
The quantity of what the sample constitutes | 1 of 2 cans | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Don | Last name of sampler or witnessed by | Conner |
Title of sampler | Sr Asphalt Technician | Telephone number of sampler | 6614327352 |
Laboratory sample identification | 7010221101 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | San Joaquin Refining Co Inc | 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 70-10 |
---|---|---|---|
Modified | No | Lot number | 7010221101 |
Sublot number | Tank number | 9001 | |
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2022-11-01-83
DIME Test ID: 2022-11-01-83-7
Testing Lab: San Joaquin Refinery - Bakersfield
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2022-12-02
Test Results
Input Type: Calculated
Tester's full name: Sandra Ponce
Date of test: 11/02/2022
Time test started: 09:46:14 HH:MM:SS
Flags issued by software during test: None
Correlation coefficient (R²): 0.999967
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: 279.000 mPa
Estimated Stiffness Modulus 60.0 s: 279.000 mPa
Difference between stiffness moduli 60.0 s: 0.00 %
Estimated m-value 60.0 s: 0.364
General comments (publicly viewable) (Max 1000 characters): Test @ 0.0C
Test was verified on 12/2/2022 ✔