Summary for Test 2023-09-07-5-4
Test performed: AASHTO T313-22Project Information
Project Identifiers | Project ID: 994752 DEA: 101C6704 EFIS: 1017000030 |
---|---|
DIST-CO-RTE-PM | 10--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 05/09/2023) |
Sample Information
Sample Taken Date | 09/07/2023 | Sample Unique Key | 5 |
---|---|---|---|
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 | 09/07/2023 |
Sample type | Department Acceptance | A brief description of the sample | TEST Asphalt Binder |
The quantity of what the sample constitutes | 2 of 2 | From where was the sample collected | Source |
First name of sampler or witnessed by | T | Last name of sampler or witnessed by | Trefz |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Teichert Vernalis | Transportation Laboratory (TL) Number | 749405 |
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 | George Reed Clements | |
Certified Asphalt Supplier | VSS Emultech - West Sacramento CA | Multigrade | Yes |
Multigrade Type | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2023-09-07-5
DIME Test ID: 2023-09-07-5-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2023-09-13
Test Results
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 09/13/2023
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: 30.400 mPa
Estimated Stiffness Modulus 60.0 s: 30.400 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.443
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 9/13/2023 ✔