Summary for Test 2025-09-09-98-4
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 1000963 DEA: 09398504 EFIS: 0924000059 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-395-R44.6/50.7 |
| Award Date | 04/10/2025 |
| Closeout Date | 10/31/2025 |
| Work Description | ASPHALTIC EMULSION (FOG SEAL COAT) & PRECOATED AGGREGATE (SEAL COAT). |
| Location Description | MONO COUNTY NEAR LEE VINING FROM 0.3 MILE SOUTH OF OLD WEST PORTAL ROAD TO 0.2 MILE SOUTH OF UTILITY ROAD |
| QA Service Level | 1 (Verified on 04/09/2025) |
Sample Information
| Sample Taken Date | 09/09/2025 | Sample Unique Key | 98 |
|---|---|---|---|
| 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 | 09/30/2025 |
| 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 | Granite QC | Last name of sampler or witnessed by | Granite QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | silo | 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 58-22 |
|---|---|---|---|
| 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: 2025-09-09-98
DIME Test ID: 2025-09-09-98-4
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: 2026-02-10
Test Results
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 02/07/2026
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: 98.010 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.356
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/10/2026 ✔