Summary for Test 2025-11-02-9-5
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 1000890 DEA: 101J8204 EFIS: 1019000055 |
|---|---|
| DIST-CO-RTE-PM | 10-CAL-12-9.9/10.3 |
| Award Date | 03/24/2025 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT INTERSECTION SIGNAL, CURB RAMPS, AND SIDEWALK. |
| Location Description | CALAVERAS COUNTY IN AND NEAR VALLEY SPRINGS FROM 0.1 MILE EAST OF CHESTNUT STREET TO 0.1 MILE WEST OF LIME CREEK ROAD |
| QA Service Level | 1 (Verified on 01/22/2025) |
Sample Information
| Sample Taken Date | 11/02/2025 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/14/2025 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4HMA | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Trevor |
| Last name of sampler or witnessed by | Fulkerson | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | George Reed - Clements Plant | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | 1700002 | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | Lot number | 1 | |
| Sublot number | 1 | Tank number | |
| Time of sample | HMA Supplier | George Reed - Clements | |
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia 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: 2025-11-02-9
DIME Test ID: 2025-11-02-9-5
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: 2025-12-02
Test Results
Input Type: Calculated
Tester's full name: Erik Svensson
Date of test: 11/26/2025
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: 76.557 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.410
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 12/2/2025 ✔