Summary for Test 2020-06-19-11-12
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 214302 DEA: 100E9604 EFIS: 1013000254 |
|---|---|
| DIST-CO-RTE-PM | 10-TUO,TUO-120-32.5/R56.5 |
| Award Date | 10/17/2019 |
| Closeout Date | 08/04/2021 |
| Work Description | COLD PLANE, PLACE HMA, REPLACE RAILING AND SIGNS. |
| Location Description | TUOLUMNE AND MARIPOSA COUNTIES NEAR BUCK MEADOWS FROM FERRETTI ROAD TO YOSEMITE NATIONAL PARK BOUNDARY |
| QA Service Level | 1 (Verified on 08/02/2019) |
Sample Information
| Sample Taken Date | 06/19/2020 | Sample Unique Key | 11 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/06/2020 | Sample type | Verification |
| A brief description of the sample | PG 64-16 Sample#1 test | The quantity of what the sample constitutes | 1 |
| From where was the sample collected | Source | First name of sampler or witnessed by | J |
| Last name of sampler or witnessed by | Kort | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | VSS Emultech | |
| Transportation Laboratory (TL) Number | 034681 | 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 | No | Lot number | Unknown |
| Sublot number | Unknown | 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
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DIME Sample ID: 2020-06-19-11
DIME Test ID: 2020-06-19-11-12
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: 2020-09-24
Test Results
Input Type: Measured
Tester's full name: Sunday Agude
Date of test: 09/24/2020
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: 66.200 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.393
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/24/2020 ✔