Summary for Test 2021-05-10-27-5
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 215092 DEA: 101C0404 EFIS: 1017000034 |
---|---|
DIST-CO-RTE-PM | 10-MPA-49-0.3/18.5 |
Award Date | 10/01/2020 |
Closeout Date | 06/27/2022 |
Work Description | COLD PLANE, PLACE HMA AND REPLACE RAILING AND OVERSIDE DRAINS. |
Location Description | MARIPOSA COUNTY IN AND NEAR MARIPOSA FROM MADERA COUNTY LINE TO SOUTH JUNCTION ROUTE 140 |
QA Service Level | 1 (Verified on 08/20/2020) |
Sample Information
Sample Taken Date | 05/10/2021 | Sample Unique Key | 27 |
---|---|---|---|
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 | 05/21/2021 |
Sample type | Department Acceptance | A brief description of the sample | PG64-10 |
The quantity of what the sample constitutes | 1 of 2 cans | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Adam | Last name of sampler or witnessed by | Z |
Title of sampler | ARE | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Teichert - Santa Fe Winton | Transportation Laboratory (TL) Number | c994286 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
---|---|---|---|
Modified | No | Lot number | 1 |
Sublot number | 1 | 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 | Not set | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-05-10-27
DIME Test ID: 2021-05-10-27-5
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: 2021-06-01
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 05/27/2021
Minimum test bath temperature at 240 s: -0.1 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: 981.0 mN
Beam deflection 60.0 s: 1.994 µm
Measured Stiffness Modulus 60.0 s: 39.700 mPa
Estimated Stiffness Modulus 60.0 s: 39.700 mPa
Difference between stiffness moduli 60.0 s: 1.92 %
Estimated m-value 60.0 s: 0.461
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/1/2021 ✔