Summary for Test 2020-12-03-10-6
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 209520 DEA: 06470904 EFIS: 0600000973 COOP: 061529 |
|---|---|
| DIST-CO-RTE-PM | 06-MAD-99-R7.5/15.1 |
| Award Date | 03/14/2019 |
| Closeout Date | 05/11/2023 |
| Work Description | WIDEN FREEWAY FROM 4 LANES TO 6 LANES. |
| Location Description | MADERA COUNTY IN AND NEAR MADERA FROM AVENUE 12 OVERCROSSING TO 0.9 MILE NORTH OF AVENUE 17 OVERCROSSING |
| QA Service Level | 1 (Verified on 03/16/2016) |
Sample Information
| Sample Taken Date | 12/03/2020 | Sample Unique Key | 10 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/09/2020 | Sample type | Quality Assurance |
| A brief description of the sample | Asphalt Binder | The quantity of what the sample constitutes | 1 can |
| From where was the sample collected | Other | First name of sampler or witnessed by | G. |
| Last name of sampler or witnessed by | Litt | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | San Joaquin Refinery, Bakersfield, CA | |
| Transportation Laboratory (TL) Number | C039414 | 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 | No | Lot number | |
| Sublot number | Tank number | Not set | |
| Time of sample | Not set | HMA Supplier | Not set |
| Certified Asphalt Supplier | Not set | Multigrade | Not set |
| Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2020-12-03-10
DIME Test ID: 2020-12-03-10-6
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2020-12-23
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 12/21/2020
Minimum test bath temperature at 240 s: no data
Maximum test bath temperature at 240 s: no data
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: 205.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.392
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 12/23/2020 ✔