Summary for Test 2021-02-06-1-6
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 214700 DEA: 030F2804 EFIS: 0312000069 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-99-7.1/9.4 |
| Award Date | 01/21/2021 |
| Closeout Date | 08/21/2023 |
| Work Description | Dillard Overcrossing and McConnel Overhead |
| Location Description | Hwy 99, Elk Grove, CA |
| QA Service Level | 1 (Verified on 04/20/2020) |
Sample Information
| Sample Taken Date | 02/06/2021 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/08/2021 | Sample type | Department Acceptance |
| A brief description of the sample | TEST Asphalt Binder | The quantity of what the sample constitutes | 2 cans, #1 Test |
| From where was the sample collected | Source | First name of sampler or witnessed by | Tyler |
| Last name of sampler or witnessed by | Christianson | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Unknown | |
| Transportation Laboratory (TL) Number | 790479 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | Lot number | 1 | |
| Sublot number | 1 | 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 |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2021-02-06-1
DIME Test ID: 2021-02-06-1-6
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: 2021-02-19
Test Results
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 02/10/2021
Minimum test bath temperature at 240 s: -6.0 C
Maximum test bath temperature at 240 s: -6.0 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: 71.600 mPa
Estimated Stiffness Modulus 60.0 s: 71.700 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.394
General comments (publicly viewable) (Max 1000 characters): as per 2018 standard specs
Test was verified on 2/19/2021 ✔