Summary for Test 2021-08-26-51-5
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 214395 DEA: 103A7204 EFIS: 1013000259 |
|---|---|
| DIST-CO-RTE-PM | 10-MER-99-20.1/24.3 |
| Award Date | 12/12/2019 |
| Closeout Date | 08/23/2023 |
| Work Description | PLACE CRCP AND HMA. |
| Location Description | MERCED COUNTY IN AND NEAR ATWATER FROM 0.4 MILE SOUTH OF BUHACH OVERCROSSING TO 0.8 MILE NORTH OF WEST ATWATER OVERHEAD |
| QA Service Level | 1 (Verified on 09/13/2019) |
Sample Information
| Sample Taken Date | 08/26/2021 | Sample Unique Key | 51 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/07/2021 | Sample type | Department Acceptance |
| A brief description of the sample | PG70-10 | The quantity of what the sample constitutes | 1 CAN |
| From where was the sample collected | Source | First name of sampler or witnessed by | G |
| Last name of sampler or witnessed by | Myers | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | MARATHON ELK GROVE | |
| Transportation Laboratory (TL) Number | c035007 | 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 | 2 | |
| Sublot number | 20 | Tank number | |
| Time of sample | HMA Supplier | Teichert Santa Fe Winton | |
| Certified Asphalt Supplier | Marathon Petroleum Co. LP - Elk Grove CA | Multigrade | No |
| Multigrade Type | 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: 2021-08-26-51
DIME Test ID: 2021-08-26-51-5
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: 2021-09-24
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 09/21/2021
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: 991.0 mN
Beam deflection 60.0 s: 0.887 µm
Measured Stiffness Modulus 60.0 s: 90.100 mPa
Estimated Stiffness Modulus 60.0 s: 90.100 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.386
General comments (publicly viewable) (Max 1000 characters): BBR per 2018 standard specifications
Test was verified on 9/24/2021 ✔