Summary for Test 2020-12-12-1-6
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 215023 DEA: 060U4704 EFIS: 0615000301 |
|---|---|
| DIST-CO-RTE-PM | 06-KER,KIN-5-81.7/87.0,0.0/0.3 |
| Award Date | 08/12/2020 |
| Closeout Date | 06/27/2023 |
| Work Description | CONSTRUCT CRCP, JPCP AND INSTALL TRAFFIC MONITORING STATIONS. |
| Location Description | KERN AND KINGS COUNTIES NEAR KETTELMAN CITY FROM 0.6 MILE SOUTH OF TWISSELMAN ROAD OVERCROSSING TO 0.3 MILE NORTH OF KERN/KINGS COUNTY LINE |
| QA Service Level | 1 (Verified on 06/17/2020) |
Sample Information
| Sample Taken Date | 12/12/2020 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 12/18/2020 |
| Sample type | Department Acceptance | A brief description of the sample | Asphalt Binder used for HMA |
| The quantity of what the sample constitutes | 1 of 1 | From where was the sample collected | Other |
| First name of sampler or witnessed by | Not | Last name of sampler or witnessed by | Provided |
| Title of sampler | Papich Technician | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | SPM Avenal Plant | Transportation Laboratory (TL) Number | C056320 |
| 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 | 9001 | |
| Time of sample | 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: 2020-12-12-1
DIME Test ID: 2020-12-12-1-6
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: 2021-01-04
Test Results
Input Type: Measured
Tester's full name: Harish Thaur
Date of test: 12/30/2020
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: 222.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.359
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 1/4/2021 ✔