Summary for Test 2024-04-24-103-7
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 995232 DEA: 120U1704 EFIS: 1223000051 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-133,261-9.8/12.6,0.0/3.5 |
| Award Date | 12/27/2023 |
| Closeout Date | 09/20/2024 |
| Work Description | COLD PLANE, OVERLAY, AND REFRESH PAVEMENT DELINEATION. |
| Location Description | ORANGE COUNTY IN IRVINE ON ROUTE 133 FROM TECHNOLOGY DRIVE UNDERCROSSING TO PORTOLA PARKWAY UNDERCROSSING AND ON ROUTE 261 FROM WALNUT AVENUE OVERCROSSING TO 0.6 MILE NORTH OF PORTOLA PARKWAY OVERCROSSING |
| QA Service Level | 1 (Verified on 10/16/2023) |
Sample Information
| Sample Taken Date | 04/24/2024 | Sample Unique Key | 103 |
|---|---|---|---|
| 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 | 04/29/2024 |
| Sample type | Verification | A brief description of the sample | JMF Verification |
| The quantity of what the sample constitutes | 1can | From where was the sample collected | Source |
| First name of sampler or witnessed by | VICTOR | Last name of sampler or witnessed by | Capacete |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | AAA-Corona | 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 |
Test Details
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DIME Sample ID: 2024-04-24-103
DIME Test ID: 2024-04-24-103-7
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: 2024-06-06
Test Results
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 06/06/2024
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: 56.725 MPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.351
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/6/2024 ✔