Summary for Test 2021-04-15-3-5
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 215405 DEA: 032G1604 EFIS: 0320000235 |
|---|---|
| DIST-CO-RTE-PM | 03-YOL-45-0.6/12.9 |
| Award Date | 02/16/2021 |
| Closeout Date | 06/30/2021 |
| Work Description | COLD PLANE AC PAVEMENT AND REPLACE WITH HOT MIX ASPHALT. |
| Location Description | YOLO COUNTY NEAR KNIGHTS LANDING FROM SYCAMORE SLOUGH BRIDGE TO YOLO COUNTY LINE ROAD |
| QA Service Level | 1 (Verified on 01/18/2021) |
Sample Information
| Sample Taken Date | 04/15/2021 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 04/16/2021 |
| Sample type | Department Acceptance | A brief description of the sample | Binder |
| The quantity of what the sample constitutes | 1 of 1 can | From where was the sample collected | Other |
| First name of sampler or witnessed by | Sam | Last name of sampler or witnessed by | Mosallono |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Teichert Hollwood | Transportation Laboratory (TL) Number | 849149 |
| 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 | 1 |
| Sublot number | 3 | Tank number | |
| Time of sample | HMA Supplier | Teichert Hollwood | |
| Certified Asphalt Supplier | Marathon Petroleum Co. LP - Elk Grove CA | Multigrade | No |
| Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-04-15-3
DIME Test ID: 2021-04-15-3-5
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: 2021-04-28
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 04/26/2021
Minimum test bath temperature at 240 s: -6 C
Maximum test bath temperature at 240 s: -6 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 mN
Deflection at time 0.0 s: 0 µm
Load at time 0.5 s: 0 mN
Deflection at time 0.5 s: 0 µm
Load at 60.0 s: 1003 mN
Beam deflection 60.0 s: 0.551 µm
Measured Stiffness Modulus 60.0 s: 147 mPa
Estimated Stiffness Modulus 60.0 s: 147 mPa
Difference between stiffness moduli 60.0 s: 0 %
Estimated m-value 60.0 s: 0.307
General comments (publicly viewable) (Max 1000 characters): PER 2018 STANDARD SPECS
Test was verified on 4/28/2021 ✔