Summary for Test 2023-08-18-81-4
Test performed: AASHTO T313-22Project Information
Project Identifiers | Project ID: 995018 DEA: 09392204 EFIS: 0922000038 |
---|---|
DIST-CO-RTE-PM | 09--- |
Award Date | 04/13/2023 |
Closeout Date | 11/08/2023 |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 05/17/2023) |
Sample Information
Sample Taken Date | 08/18/2023 | Sample Unique Key | 81 |
---|---|---|---|
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 | 07/31/2023 |
Sample type | Preliminary | A brief description of the sample | Binder Can |
The quantity of what the sample constitutes | 1 can of binder | From where was the sample collected | Source |
First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Lee Vining | Transportation Laboratory (TL) Number | 997501 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
---|---|---|---|
Modified | No | Lot number | |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | VSS Emultech - West Sacramento CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2023-08-18-81
DIME Test ID: 2023-08-18-81-4
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: 2023-09-22
Test Results
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 09/22/2023
Minimum test bath temperature at 240 s: -12.1 C
Maximum test bath temperature at 240 s: -11.9 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: 173.000 mPa
Estimated Stiffness Modulus 60.0 s: 172.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.340
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 9/22/2023 ✔