Summary for Test 2021-01-20-10-6
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 214993 DEA: 051F5004 EFIS: 0514000003 |
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DIST-CO-RTE-PM | 05-SB-101,135-70.6/71.2;0.1 |
Award Date | 11/17/2020 |
Closeout Date | 01/11/2024 |
Work Description | CONSTRUCT CONCRETE BRIDGE, BRIDGE REMOVAL, COLD PLANE, PLACE HMA. |
Location Description | SANTA BARBARA COUNTY AT LOS ALAMOS ON ROUTE 101 FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF ROUTE 101/135 SEPARATION AND ON ROUTE 135 AT ROUTE 101/135 SEPARATION |
QA Service Level | 1 (Verified on 09/03/2020) |
Sample Information
Sample Taken Date | 01/20/2021 | Sample Unique Key | 10 |
---|---|---|---|
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 | 01/27/2021 |
Sample type | Acceptance | A brief description of the sample | asphalt binder PG64-10 |
The quantity of what the sample constitutes | 1 Can, JMF verification | From where was the sample collected | Source |
First name of sampler or witnessed by | Calportland | Last name of sampler or witnessed by | Calportland |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 210120B |
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 | |
Sublot number | Tank number | ||
Time of sample | 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: 2021-01-20-10
DIME Test ID: 2021-01-20-10-6
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: 2021-02-03
Test Results
Input Type: Measured
Tester's full name: Harish T.
Date of test: 02/03/2021
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: 35.500 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.400
General comments (publicly viewable) (Max 1000 characters): per 2018 standard specifications
Test was verified on 2/3/2021 ✔