Summary for Test 2020-08-19-12-6
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 212324 DEA: 033F5104 EFIS: 0313000020 |
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DIST-CO-RTE-PM | 03-YUB-20-R18.1/R20.1 |
Award Date | 10/31/2019 |
Closeout Date | 08/03/2023 |
Work Description | Construct bridge, realign curve & widen shoulders. |
Location Description | Construction on state highway in Yuba County near Smartsville from the Yuba River Bridge to 0.3 mile east of Smartsville Road. |
QA Service Level | 1 (Verified on 02/27/2020) |
Sample Information
Sample Taken Date | 08/19/2020 | Sample Unique Key | 12 |
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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 | 08/20/2020 |
Sample type | Acceptance | A brief description of the sample | #1 TEST, #2(854837),#3(854835),#4(854839), #5(854847), #6(854848), #7(766356), #8(766355), #9(766365) NO TEST |
The quantity of what the sample constitutes | 1 CAN PG 64-16 | From where was the sample collected | Source |
First name of sampler or witnessed by | E | Last name of sampler or witnessed by | Chavez |
Title of sampler | MATL | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Western Refining | Transportation Laboratory (TL) Number | 854833 |
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 | 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 |
Test Details
DIME Sample ID: 2020-08-19-12
DIME Test ID: 2020-08-19-12-6
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: 2020-10-28
Test Results
Input Type: Measured
Tester's full name: Sunday Agude
Date of test: 08/25/2020
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: 74.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.408
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specification
Test was verified on 10/28/2020 ✔