Summary for Test 2020-09-30-19-6
Test performed: AASHTO T313-19
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Project Information
| Project Identifiers | Project ID: 213583 DEA: 060H2004 EFIS: 0612000157 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-201,216-12.5,21.2,18.7 |
| Award Date | 11/29/2018 |
| Closeout Date | 11/29/2021 |
| Work Description | BRIDGE WIDENING, UPGRADE LANES AND OUTSIDE SHOULDERS. |
| Location Description | TULARE COUNTY NEAR CUTLER ON ROUTE 201 AT SAND CREEK BRIDGE AND AT FRIANT KERN CANAL BRIDGE AND NEAR WOODLAKE ON ROUTE 216 AT KAWEAH RIVER BRIDGE |
| QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
| Sample Taken Date | 09/30/2020 | Sample Unique Key | 19 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/08/2020 | Sample type | Department Acceptance |
| A brief description of the sample | AB #1 test | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Source | First name of sampler or witnessed by | M |
| Last name of sampler or witnessed by | SWhrivani | Title of sampler | te |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Sanger | |
| Transportation Laboratory (TL) Number | 0357041 | 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 70-10 |
|---|---|---|---|
| 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 |
| 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: 2020-09-30-19
DIME Test ID: 2020-09-30-19-6
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: 2020-10-21
Test Results
Input Type: Measured
Tester's full name: Sunday Agude
Date of test: 10/15/2020
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: 228.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.379
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/21/2020 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.