Summary for Test 2020-09-02-12-6
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 214834 DEA: 010G1304 EFIS: 0116000128 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-199-10.2/10.7 |
| Award Date | 05/06/2020 |
| Closeout Date | 01/06/2021 |
| Work Description | PLACE HMA AND HIGH FRICTION SURFACE TREATMENT. |
| Location Description | DEL NORTE COUNTY NEAR GASQUET FROM 0.7 MILE TO 0.3 MILE SOUTH OF HARDSCRABBLE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 06/03/2020) |
Sample Information
| Sample Taken Date | 09/02/2020 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 09/10/2020 |
| Sample type | Acceptance | A brief description of the sample | Pg 64-16 #1 test |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | kanneth | Last name of sampler or witnessed by | Sutterfield |
| Title of sampler | ARE | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | S T Rhoades | Transportation Laboratory (TL) Number | 944529 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| 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 |
Test Details
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DIME Sample ID: 2020-09-02-12
DIME Test ID: 2020-09-02-12-6
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: 2020-09-25
Test Results
Input Type: Measured
Tester's full name: Sunday Agude
Date of test: 09/11/2020
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: 93.200 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.356
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/25/2020 ✔