Summary for Test 2025-08-14-72-7
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 1000996 DEA: 101S6404 EFIS: 1024000105 |
|---|---|
| DIST-CO-RTE-PM | 10-MER-165-L0.0/7.0,8.7/16.5 |
| Award Date | 05/13/2025 |
| Closeout Date | Not set |
| Work Description | RESURFACE PAVEMENT WITH RHMA AND HMA. |
| Location Description | MERCED COUNTY IN AND NEAR LOS BANOS FROM 0.3 MILE SOUTH OF POLE LINE ROAD TO 0.2 MILE SOUTH OF MASON ROAD AND FROM 0.1 MILE SOUTH OF CANAL FARM LANE TO 1.4 MILES NORTH OF WOLFSEN ROAD |
| QA Service Level | 1 (Verified on 04/18/2025) |
Sample Information
| Sample Taken Date | 08/14/2025 | Sample Unique Key | 72 |
|---|---|---|---|
| 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 | 08/20/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 WMA-SP |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Source |
| First name of sampler or witnessed by | M | Last name of sampler or witnessed by | Singh |
| Title of sampler | Transportation Engineer | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Santa Fe Aggregate | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 0600008 | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-28 M |
|---|---|---|---|
| Modified | Yes | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Teichert- Santa Fe Aggregates | |
| Certified Asphalt Supplier | Albina Asphalt - Chowchilla CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2025-08-14-72
DIME Test ID: 2025-08-14-72-7
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: 2025-10-03
Test Results
Input Type: Measured
Tester's full name: Atlas
Date of test: 09/25/2025
Minimum test bath temperature at 240 s: -18.1 C
Maximum test bath temperature at 240 s: -17.9 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: 378.500 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.281
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 10/3/2025 ✔