Summary for Test 2021-09-02-41-4
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-5-9.7/24.9 |
| Award Date | 05/01/2019 |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct |
| QA Service Level | 1 (Verified on 07/19/2019) |
Sample Information
| Sample Taken Date | 09/02/2021 | Sample Unique Key | 41 |
|---|---|---|---|
| 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 | 09/07/2021 |
| Sample type | Acceptance | A brief description of the sample | PG 64-28M |
| The quantity of what the sample constitutes | 2 Cans, testing 2/2 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Sergio | Last name of sampler or witnessed by | T |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Pacific Northwest Oil | Transportation Laboratory (TL) Number | c799126 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-28 M |
|---|---|---|---|
| Modified | Yes | Lot number | 6 |
| Sublot number | 15 | Tank number | |
| Time of sample | HMA Supplier | Teichert Perkins | |
| Asphalt Binder Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-09-02-41
DIME Test ID: 2021-09-02-41-4
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: 2021-10-11
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 10/11/2021
Minimum test bath temperature at 240 s: -18.0 C
Maximum test bath temperature at 240 s: -18.0 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: 976.0 mN
Beam deflection 60.0 s: 0.585 µm
Measured Stiffness Modulus 60.0 s: 135.000 mPa
Estimated Stiffness Modulus 60.0 s: 134.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.335
General comments (publicly viewable) (Max 1000 characters): BBR per 2018standard specifications
Test was verified on 10/11/2021 ✔