Summary for Test 2025-08-13-77-5
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 995125 DEA: 101E3004 EFIS: 1018000273 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ-5-32.5/49.8 |
| Award Date | 01/12/2024 |
| Closeout Date | Not set |
| Work Description | REMOVE EXISTING PAVEMENT AND REPLACE WITH CONCRETE PAVEMENT. |
| Location Description | SAN JOAQUIN COUNTY IN AND NEAR STOCKTON FROM 0.2 MILE SOUTH OF HAMMER LANE UNDERCROSSING TO SACRAMENTO COUNTY LINE |
| QA Service Level | 1 (Verified on 09/26/2023) |
Sample Information
| Sample Taken Date | 08/13/2025 | Sample Unique Key | 77 |
|---|---|---|---|
| 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 | 09/03/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 Type A HMA W/22%RAP |
| The quantity of what the sample constitutes | 1 CAN PG 64-16 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Treven | Last name of sampler or witnessed by | Fulkerson |
| Title of sampler | TECHNICAN | Telephone number of sampler | |
| Laboratory sample identification | I-5 PAVING | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Teichert Vernalis | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 043635 | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | No | Lot number | 9 |
| Sublot number | 18 | Tank number | |
| Time of sample | HMA Supplier | Teichert Vernalis Plant | |
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2025-08-13-77
DIME Test ID: 2025-08-13-77-5
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: 2025-10-06
Test Results
Input Type: Measured
Tester's full name: Atlas
Date of test: 09/24/2025
Minimum test bath temperature at 240 s: -6.0 C
Maximum test bath temperature at 240 s: -5.9 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: 126.300 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 10/6/2025 ✔