Summary for Test 2023-07-02-8-4
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 | 07/02/2023 | Sample Unique Key | 8 |
---|---|---|---|
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 | 07/12/2023 |
Sample type | Verification | A brief description of the sample | Tank 3B |
The quantity of what the sample constitutes | 1 of 1 | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Joan | Last name of sampler or witnessed by | Do |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 070223-483 | Linked DIME Sample ID | 2023-07-02-3 |
The fabricator/manufacturer/facility name | Wilmington, 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 | |
Sublot number | Tank number | ||
Time of sample | 7:00 AM | HMA Supplier | |
Certified Asphalt Supplier | Valero Marketing & Supply - Wilmington CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2023-07-02-8
DIME Test ID: 2023-07-02-8-4
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: 2023-08-01
Test Results
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 07/27/2023
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: 69.700 mPa
Estimated Stiffness Modulus 60.0 s: 69.600 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.383
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 8/1/2023 ✔