Summary for Test 2021-08-08-4-2
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 215237 DEA: 101H4204 EFIS: 1018000166 |
|---|---|
| DIST-CO-RTE-PM | 10-MER-5-17.0/22.6 |
| Award Date | 12/09/2020 |
| Closeout Date | 03/02/2022 |
| Work Description | RESURFACE WITH RUBBERIZED HOT MIXED ASPHALT. |
| Location Description | MERCED COUNTY AT AND NEAR SANTA NELLA FROM 0.5 MILE SOUTH OF ROUTE 5/152 SEPARATION TO MCCABE ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 10/23/2020) |
Sample Information
| Sample Taken Date | 08/08/2021 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 08/11/2021 |
| Sample type | Department Acceptance | A brief description of the sample | PG64-16 |
| The quantity of what the sample constitutes | 1 CAN | From where was the sample collected | Source |
| First name of sampler or witnessed by | M | Last name of sampler or witnessed by | COZAD |
| 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 | 034252 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | Lot number | 2 | |
| Sublot number | 11 | Tank number | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Marathon Petroleum Co. LP - Elk Grove CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-08-08-4
DIME Test ID: 2021-08-08-4-2
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: 2021-08-24
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 08/17/2021
Minimum test bath temperature at 240 s: -6 C
Maximum test bath temperature at 240 s: -6 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 mN
Deflection at time 0.0 s: 0 µm
Load at time 0.5 s: 0 mN
Deflection at time 0.5 s: 0 µm
Load at 60.0 s: 1004 mN
Beam deflection 60.0 s: 0.94 µm
Measured Stiffness Modulus 60.0 s: 86.1 mPa
Estimated Stiffness Modulus 60.0 s: 86.2 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.42
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 8/24/2021 ✔