Summary for Test 2021-10-31-4-4
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 215581 DEA: 061B0104 EFIS: 0620000139 |
|---|---|
| DIST-CO-RTE-PM | 06-MAD-41-13.4/35.2 |
| Award Date | 05/18/2021 |
| Closeout Date | 10/03/2022 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE HMA (TYPE A). |
| Location Description | MADERA COUNTY AT VARIOUS LOCATIONS FROM 2.0 MILES NORTH OF ROAD 208 TO 0.1 MILE SOUTH OF ROYAL OAKS DRIVE |
| QA Service Level | 1 (Verified on 03/22/2021) |
Sample Information
| Sample Taken Date | 10/31/2021 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 11/08/2021 |
| Sample type | Department Acceptance | A brief description of the sample | 64-10 |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vulcan tech | Last name of sampler or witnessed by | Vulcan tech |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Ashlan | Transportation Laboratory (TL) Number | 026980 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
|---|---|---|---|
| Modified | Lot number | 2 | |
| Sublot number | 3 | Tank number | |
| Time of sample | HMA Supplier | Vulcan Ashlan | |
| 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: 2021-10-31-4
DIME Test ID: 2021-10-31-4-4
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: 2021-11-17
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 11/16/2021
Minimum test bath temperature at 240 s: 0 C
Maximum test bath temperature at 240 s: 0.1 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: 987 mN
Beam deflection 60.0 s: 0.457 µm
Measured Stiffness Modulus 60.0 s: 174 mPa
Estimated Stiffness Modulus 60.0 s: 174 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.462
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications
Test was verified on 11/17/2021 ✔