Summary for Test 2021-08-10-28-5
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 215579 DEA: 061A9504 EFIS: 0620000144 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-46;65,65-51.2/57.8;0.8/6.9 |
| Award Date | 04/27/2021 |
| Closeout Date | 03/02/2022 |
| Work Description | COLD PLANE PAVEMENT AND PLACE RHMA (GAP GRADED). |
| Location Description | KERN COUNTY ON ROUTE 46 FROM NORTH JUNCTION ROUTE 43 TO ROUTE 46/99 SEPARATION AND ON ROUTE 65 FROM 0.1 MILE NORTH OF 7TH STANDARD ROAD TO 0.1 MILE NORTH OF MERCED AVENUE. |
| QA Service Level | 1 (Verified on 03/22/2021) |
Sample Information
| Sample Taken Date | 08/10/2021 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 08/20/2021 |
| Sample type | Department Acceptance | A brief description of the sample | PG 64-16 |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | granite | Last name of sampler or witnessed by | granite |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite tank at plant | Transportation Laboratory (TL) Number | 771141 |
| 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 | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-08-10-28
DIME Test ID: 2021-08-10-28-5
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: 2021-09-07
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 08/31/2021
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: 988 mN
Beam deflection 60.0 s: 0.373 µm
Measured Stiffness Modulus 60.0 s: 214 mPa
Estimated Stiffness Modulus 60.0 s: 213 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.372
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 9/7/2021 ✔