Summary for Test 2025-02-11-59-8
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 994588 DEA: 081H3904 EFIS: 0817000032 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-R20.5/R21.6,R25.5/R30.7 |
| Award Date | 07/13/2023 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT BUILDING, ROADWAY EXC, JPCP, AND TEMPORARY BARRIER SYSTEM. |
| Location Description | SAN BERNARDINO COUNTY FROM 0.6 MILE NORTH OF CLEGHORN ROAD UNDERCROSSING TO 0.5 MILE SOUTH OF ROUTE 138 AND FROM 0.5 MILE SOUTH OF TRUCK SAFETY CHECK AREA TO 0.4 MILE NORTH OF OAK HILL ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 08/02/2023) |
Sample Information
| Sample Taken Date | 02/11/2025 | Sample Unique Key | 59 |
|---|---|---|---|
| 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 | 04/04/2025 |
| Sample type | Verification | A brief description of the sample | JMF verification sample |
| 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 64-28 M |
|---|---|---|---|
| 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: 2025-02-11-59
DIME Test ID: 2025-02-11-59-8
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: 2025-05-08
Test Results
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 05/05/2025
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: 164.032 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.378
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/8/2025 ✔