Summary for Test 2023-02-05-9-9
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 1000062 DEA: 061F8204 EFIS: 0623000100 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-168-39.6/45.7 |
| Award Date | 05/10/2024 |
| Closeout Date | 12/02/2025 |
| Work Description | COLD PLANE AC PVMT, HMA (TYPE A), PAINT TRAFFIC STRIPES. |
| Location Description | FRESNO COUNTY IN AND NEAR SHAVER LAKE FROM 0.2 MILE WEST OF CRESSMAN ROAD TO WARBLER ROAD |
| QA Service Level | 1 (Verified on 01/29/2024) |
Sample Information
| Sample Taken Date | 02/05/2023 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 02/05/2023 |
| Sample type | Informational | A brief description of the sample | Tank 7 |
| The quantity of what the sample constitutes | 1 of 1 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Keven | Last name of sampler or witnessed by | Heitschmidt |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | PG70102524T7 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Chowchilla, CA | 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 70-10 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Albina Asphalt - Chowchilla CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2023-02-05-9
DIME Test ID: 2023-02-05-9-9
Testing Lab: Albina Asphalt
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: 2024-03-07
Test Results
Input Type: Calculated
Tester's full name: Albina
Date of test: 03/07/2024
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: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.352
General comments (publicly viewable) (Max 1000 characters): Submitted from ASCP bulk upload.
Test was verified on 3/7/2024 ✔