Summary for Test 2023-06-01-98-8
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 | 06/01/2023 | Sample Unique Key | 98 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/01/2023 | Sample type | Quality Control |
| A brief description of the sample | PG58-34M Modified 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 | John |
| Last name of sampler or witnessed by | Partenan | Title of sampler | Sr Asphalt Technician |
| Telephone number of sampler | 6614327352 | Laboratory sample identification | 5834230601 |
| 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 | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-34 M |
|---|---|---|---|
| Modified | Yes | Lot number | 230611 |
| Sublot number | Tank number | TK 5005 | |
| Time of sample | 7:00am 6/1/23 | HMA Supplier | |
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2023-06-01-98
DIME Test ID: 2023-06-01-98-8
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: 2023-07-10
Test Results
Input Type: Calculated
Tester's full name: Don Conner
Date of test: 06/02/2023
Time test started: 12:58:57 HH:MM:SS
Flags issued by software during test: None
Correlation coefficient (R²): 0.999996
Regression coefficient a: 2.69
Regression coefficient b: -0.174
Regression coefficient c: -0.0412
Load at time 0.0: 33.0 mN
Deflection at time 0.0 s: 0.000 µm
Load at time 0.5 s: 1002.0 mN
Deflection at time 0.5 s: 0.141 µm
Load at 60.0 s: 1035.0 mN
Beam deflection 60.0 s: 0.474 µm
Measured Stiffness Modulus 60.0 s: 176.000 MPa
Estimated Stiffness Modulus 60.0 s: 176.000 MPa
Difference between stiffness moduli 60.0 s: 0 %
Estimated m-value 60.0 s: 0.321
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/10/2023 ✔