Summary for Test 2025-07-15-76-4
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 1000751 DEA: 060Y1704 EFIS: 0619000004 |
|---|---|
| DIST-CO-RTE-PM | 06-KIN-41-0.0/15.5 |
| Award Date | 03/03/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PVMT, OVERLAY HMA AND RHMA. |
| Location Description | KINGS COUNTY NEAR KETTLEMAN CITY FROM THE KERN COUNTY LINE TO 0.8 MILE SOUTH OF ROUTE 5 |
| QA Service Level | 1 (Verified on 05/07/2025) |
Sample Information
| Sample Taken Date | 07/15/2025 | Sample Unique Key | 76 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/15/2025 | Sample type | Quality Assurance |
| A brief description of the sample | PG 64-10 | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Source | First name of sampler or witnessed by | J |
| Last name of sampler or witnessed by | Chamey | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | SPM Avenal Plant | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | C027380 | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
|---|---|---|---|
| Modified | No | 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: 2025-07-15-76
DIME Test ID: 2025-07-15-76-4
Testing Lab: WSP USA - Phoenix
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: 2025-08-06
Test Results
Input Type: Measured
Tester's full name: WSP
Date of test: 08/04/2025
Minimum test bath temperature at 240 s: 0.0 C
Maximum test bath temperature at 240 s: 0.0 C
Time of test load application: no data
File name of test data: no data
Time beam in bath: no data
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: 168.000 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.461
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 8/6/2025 ✔