Summary for Test 2024-01-16-48-5
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 | 01/16/2024 | Sample Unique Key | 48 |
---|---|---|---|
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 | 02/05/2024 |
Sample type | Verification | A brief description of the sample | PG70-10 Asphalt binder |
The quantity of what the sample constitutes | 1 of 2 split sample | 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 | 7010240116 | Linked DIME Sample ID | 2024-01-16-30 |
The fabricator/manufacturer/facility name | San Joaquin Refinery, Bakersfield, CA | 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 | 7010240116 |
Sublot number | Tank number | 9001 | |
Time of sample | 9:50 am | HMA Supplier | |
Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2024-01-16-48
DIME Test ID: 2024-01-16-48-5
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
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: 2024-02-08
Test Results
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 02/07/2024
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: 239.000 mPa
Estimated Stiffness Modulus 60.0 s: 238.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.377
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 2/8/2024 ✔