Summary for Test 2024-03-17-18-7
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 214951 DEA: 120K0234 EFIS: 1214000100 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-5-17.1/18.9 |
| Award Date | 09/23/2020 |
| Closeout Date | 02/09/2026 |
| Work Description | South County Improvement Project (Phase 3 - El Toro/Alicia) WIDEN FREEWAY AND BRIDGES, RECONSTRUCT BRIDGE AND WALLS. |
| Location Description | ORANGE COUNTY IN MISSION VIEJO, LAGUNA HILLS, LAGUNA WOODS AND LAKE FOREST FROM 0.4 MILE SOUTH OF ALICIA PARKWAY OVERCROSSING TO 0.2 MILE NORTH OF EL TORO ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 10/01/2020) |
Sample Information
| Sample Taken Date | 03/17/2024 | Sample Unique Key | 18 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/22/2024 | Sample type | Verification |
| A brief description of the sample | Asphalt Binder Sample | The quantity of what the sample constitutes | 1can |
| From where was the sample collected | Source | First name of sampler or witnessed by | Sam |
| Last name of sampler or witnessed by | Yamyari | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | AAA-Irwindale | |
| 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 64-10 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | 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: 2024-03-17-18
DIME Test ID: 2024-03-17-18-7
Testing Lab: CT D08 - Fontana Southern Regional 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: 2024-05-04
Test Results
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 04/26/2024
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: 83.463 MPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.333
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/4/2024 ✔