Summary for Test 2025-10-08-54-5
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 215823 DEA: 101H5004 EFIS: 1017000154 |
|---|---|
| DIST-CO-RTE-PM | 10-CAL-4-15.9/16.3 |
| Award Date | 11/18/2022 |
| Closeout Date | Not set |
| Work Description | REPLACE BRIDGE |
| Location Description | CALAVERAS COUNTY NEAR ANGELS CAMP FROM 0.3 MILE WEST OF CHEROKEE CREEK BRIDGE TO 0.1 MILE EAST OF CHEROKEE BRIDGE |
| QA Service Level | 1 (Verified on 07/23/2021) |
Sample Information
| Sample Taken Date | 10/08/2025 | Sample Unique Key | 54 |
|---|---|---|---|
| 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 | 10/20/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 70-10 |
| The quantity of what the sample constitutes | 2 cans of binder | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | T | Last name of sampler or witnessed by | FULKERSON |
| Title of sampler | TECHNICIAN | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | VSS Emultech West Sac | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 070103 | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 70-10 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | VSS Emultech - West Sacramento CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2025-10-08-54
DIME Test ID: 2025-10-08-54-5
Testing Lab: Atlas - Denver
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: 2025-11-06
Test Results
Input Type: Calculated
Tester's full name: Erik Svensson
Date of test: 11/05/2025
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: 48.337 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.412
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 11/6/2025 ✔