Summary for Test 2026-09-24-54-7
Test performed: AASHTO T313-2025Project Information
| Project Identifiers | Project ID: 1001248 DEA: 120K93U4 EFIS: 1224000084 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-57,91-13.9/16.1,4.8/6.6 |
| Award Date | 10/20/2025 |
| Closeout Date | Not set |
| Work Description | CONST BRIDGES, RW, SW, PAVEMENT, DRAINAGE AND ELECTRICAL SYSTEMS. |
| Location Description | ANAHEIM AND PLACENTIA ON ROUTE 57 FROM WAGNER AVENUE OVERCROSSING TO 0.2 MILE NORTH OF MIRALOMA AVENUE OVERCROSSING AND ON ROUTE 91 FROM 0.1 MILE EAST OF ACACIA STREET UNDERCROSSING TO 0.2 MILE EAST OF LA PALMA AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 06/16/2025) |
Sample Information
| Sample Taken Date | 09/24/2026 | Sample Unique Key | 54 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/07/2026 | 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 | AAA QC |
| Last name of sampler or witnessed by | AAA QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | All American Asphalt 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 64-16 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | n/a | |
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | n/a | HMA Supplier Mix ID Number | n/a |
Test Details
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DIME Sample ID: 2026-09-24-54
DIME Test ID: 2026-09-24-54-7
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T313-2025: Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2026-10-21
Test Results
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 10/20/2026
Paired test specimens performed?: no data
BBR Software for individual test specimens: no data
Maximum test bath temperature at 240 S: 0.0 C
Minimum test bath temperature at 240 S: 0.0 C
Time of test load application: no data
File name of test data: no data
Time test specimen in bath: no data
Time test started: no data
Flags issued by software during test: no data
Correlation coefficients and least square fit R² value: 0.000
Comments: no data
Regression coefficient a: 0.000
Regression coefficient b: 0.000
Regression coefficient c: 0.000
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
Loading time 8.0 s: 0.0 s
Load at 8.0 s: 0.0 mN
Test specimen deflection 8.0 s: 0.000 µm
Measured Stiffness Modulus 8.0 s: 0.000 MPa
Estimated Stiffness Modulus 8.0 s: 0.000 MPa
Difference between stiffness moduli 8.0 s: 0.00 %
Estimated m-value 8.0 s: 0.000
Loading time 15.0 s: 0.0 s
Load at 15.0 s: 0.0 mN
Test specimen deflection 15.0 s: 0.000 µm
Measured Stiffness Modulus 15.0 s: 0.000 MPa
Estimated Stiffness Modulus 15.0 s: 0.000 MPa
Difference between stiffness moduli 15.0 s: 0.00 %
Estimated m-value 15.0 s: 0.000
Loading time 30.0 s: 0.0 s
Load at 30.0 s: 0.0 mN
Test specimen deflection 30.0 s: 0.000 µm
Measured Stiffness Modulus 30.0 s: 0.000 MPa
Estimated Stiffness Modulus 30.0 s: 0.000 MPa
Difference between stiffness moduli 30.0 s: 0.00 %
Estimated m-value 30.0 s: 0.000
Loading time 60.0 s: 0.0 s
Load at 60.0 s: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Test specimen deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 0.000 MPa
Estimated Stiffness Modulus 60.0 s: 141.345 MPa
Difference between stiffness moduli 60.0 s: 0.00 %
Estimated m-value 60.0 s: 0.342
Loading time 120.0 s: 0.0 s
Load at 120.0 s: 0.0 mN
Test specimen deflection 120.0 s: 0.000 µm
Measured Stiffness Modulus 120.0 s: 0.000 MPa
Estimated Stiffness Modulus 120.0 s: 0.000 MPa
Difference between stiffness moduli 120.0 s: 0.00 %
Estimated m-value 120.0 s: 0.000
Loading time 240.0 s: 0.0 s
Load at 240.0 s: 0.0 mN
Test specimen deflection 240.0 s: 0.000 µm
Measured Stiffness Modulus 240.0 s: 0.000 MPa
Estimated Stiffness Modulus 240.0 s: 0.000 MPa
Difference between stiffness moduli 240.0 s: 0.00 %
Estimated m-value 240.0 s: 0.000
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/21/2026 ✔