Summary for Test 2021-03-18-17-7
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 213654 DEA: 060T20U4 EFIS: 0619000008 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-99-L0.0/11.2 |
| Award Date | 01/07/2019 |
| Closeout Date | 11/23/2021 |
| Work Description | REPLACE JPCP LANES WITH CONTINUOUSLY REINFORCED CONCRETE PAVEMENT. |
| Location Description | KERN COUNTY NEAR WHEELER RIDGE FROM 0.8 MILE SOUTH OF ROUTE 5/99 SEPARATION TO 0.3 MILE NORTH OF OLD US 99 OVERCROSSING |
| QA Service Level | 1 (Verified on 12/27/2018) |
Sample Information
| Sample Taken Date | 03/18/2021 | Sample Unique Key | 17 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/30/2021 | Sample type | Department Acceptance |
| A brief description of the sample | Asphalt Binder | The quantity of what the sample constitutes | 1 of 1 can |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | B. |
| Last name of sampler or witnessed by | Felder | Title of sampler | QA |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tank at Plant | |
| Transportation Laboratory (TL) Number | C771407 | 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 70-10 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Griffith | |
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | 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: 2021-03-18-17
DIME Test ID: 2021-03-18-17-7
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: 2021-04-06
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 04/06/2021
Minimum test bath temperature at 240 s: 0.0 C
Maximum test bath temperature at 240 s: 0.0 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: 0.0 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: 198.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.405
General comments (publicly viewable) (Max 1000 characters): PER 2018 STANDEAR TEST PROCEDURE
Test was verified on 4/6/2021 ✔