Summary for Test 2022-03-30-29-7
Test performed: AASHTO T313-19Project 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 | 03/30/2022 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 03/30/2022 |
| Sample type | Quality Control | A brief description of the sample | PG58-34M Modified 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 | John | Last name of sampler or witnessed by | Partenan |
| Title of sampler | Sr Asphalt Technician | Telephone number of sampler | 6614327352 |
| Laboratory sample identification | 5834220330 | Linked DIME Sample ID | |
| 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 58-34 M |
|---|---|---|---|
| Modified | Yes | Lot number | 5834220330 |
| Sublot number | Tank number | 1301 | |
| Time of sample | 8:10 am | HMA Supplier | |
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-03-30-29
DIME Test ID: 2022-03-30-29-7
Testing Lab: San Joaquin Refinery - Bakersfield
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: 2022-04-27
Test Results
Input Type: Calculated
Tester's full name: Sandra Ponce
Date of test: 03/31/2022
Time test started: 11:28:51 HH:MM:SS
Flags issued by software during test: None
Correlation coefficient (R²): 0.999989
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: 150.000 mPa
Estimated Stiffness Modulus 60.0 s: 150.000 mPa
Difference between stiffness moduli 60.0 s: 0.00 %
Estimated m-value 60.0 s: 0.319
General comments (publicly viewable) (Max 1000 characters): Test @ -24.0C
Test was verified on 4/27/2022 ✔