Summary for Test 2025-04-08-8-4
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 2324 DEA: 04444004 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-84-7.9/9.5 |
| Award Date | 12/20/2007 |
| Closeout Date | 06/08/2011 |
| Work Description | EXISTING HIGHWAY TO BE WIDENED |
| Location Description | IN ALAMEDA COUNTY IN NEWARK FROM NEWARK BLVD UNDERCROSSING TO 0.2 KM WEST OF RT. 880/84 SEPARATION. |
| QA Service Level | 1 (Verified on 04/26/2011) |
Sample Information
| Sample Taken Date | 04/08/2025 | 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 | 04/08/2025 |
| Sample type | Quality Control | A brief description of the sample | Asphalt Binder Sample |
| The quantity of what the sample constitutes | 40000 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Virkler |
| Title of sampler | Telephone number of sampler | 7024459013 | |
| Laboratory sample identification | Z32210684 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ergon Asphalt and Emulsions | 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 64-28 M |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Ergon Asphalt & Emulsions Incorporated - Las Vegas NV | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2025-04-08-8
DIME Test ID: 2025-04-08-8-4
Testing Lab: Ergon Asphalt & Emulsions
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: 2025-04-09
Test Results
Input Type: Calculated
Tester's full name: Dan Virkler
Date of test: 04/09/2025
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: no data
Estimated Stiffness Modulus 60.0 s: 157.500 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.325
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/9/2025 ✔