Summary for Test 2021-07-19-7-11
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 215636 DEA: 09385804 EFIS: 0920000046 |
|---|---|
| DIST-CO-RTE-PM | 09-KER-58-R129.4/R135.1,R143.2/R143.9 |
| Award Date | 05/13/2021 |
| Closeout Date | 08/31/2021 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE HMA. |
| Location Description | KERN COUNTY NEAR BORON FROM 0.3 MILE WEST OF EDWARDS AFB OVERCROSSING TO 1.3 MILES WEST OF TWENTY MULE TEAM OVERCROSSING AND FROM 0.7 MILE WEST OF SAN BERNARDINO COUNTY LINE TO SAN BERNARDINO COUNTY LINE |
| QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
| Sample Taken Date | 07/19/2021 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 07/20/2021 |
| Sample type | Verification | A brief description of the sample | Asphalt Binder |
| The quantity of what the sample constitutes | 1 Quart Can | From where was the sample collected | Other |
| First name of sampler or witnessed by | Alex | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0415A-21 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | World Oil | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 70-10 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Lunday Thagard Company-World Oil - South Gate CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-07-19-7
DIME Test ID: 2021-07-19-7-11
Testing Lab: CT D08 - Fontana Southern Regional 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: 2021-08-31
Test Results
Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 08/30/2021
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: 238.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.321
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/31/2021 ✔