Summary for Test 2021-03-25-12-5
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 215147 DEA: 060X0404 EFIS: 0618000013 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-65,190-0.0/R15.1,8.0/26.5 |
| Award Date | 10/27/2020 |
| Closeout Date | 04/04/2022 |
| Work Description | INSTALL RUMBLE STRIPS. |
| Location Description | TULARE COUNTY NEAR PORTERVILLE ON ROUTE 65 FROM KERN COUNTY LINE TO 0.5 MILE SOUTH OF AVENUE 124 AND ON ROUTE 190 FROM ROAD 180 TO PLEASANT OAK DRIVE |
| QA Service Level | 1 (Verified on 09/14/2020) |
Sample Information
| Sample Taken Date | 03/25/2021 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/05/2021 | Sample type | Department Acceptance |
| A brief description of the sample | Asphalt Binder | The quantity of what the sample constitutes | 1 of 1 |
| From where was the sample collected | Other | First name of sampler or witnessed by | Brandon |
| Last name of sampler or witnessed by | Burkey | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Porterville Asphalt | |
| Transportation Laboratory (TL) Number | C056402 | 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 64-10 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Porterville Asphalt | |
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | 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: 2021-03-25-12
DIME Test ID: 2021-03-25-12-5
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: 2021-04-07
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 04/07/2021
Minimum test bath temperature at 240 s: 0.0 C
Maximum test bath temperature at 240 s: 0.0 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: 143.000 mPa
Estimated Stiffness Modulus 60.0 s: 143.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.482
General comments (publicly viewable) (Max 1000 characters): per 2018 standard specs
Test was verified on 4/7/2021 ✔