Summary for Test 2022-05-08-6-4
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 215183 DEA: 101C1704 EFIS: 1014000144 |
|---|---|
| DIST-CO-RTE-PM | 10-MER-99-R12.7/17.8 |
| Award Date | 01/22/2021 |
| Closeout Date | Not set |
| Work Description | RECONSTRUCT ROADWAY WITH ROADWAY EXCAVATION, PLACE HMA AND CRCP. |
| Location Description | MERCED COUNTY IN MERCED FROM 0.2 MILE SOUTH OF CHILDS AVENUE OVERCROSSING TO 0.2 MILE SOUTH OF FRANKLIN ROAD OVERCROSSING. |
| QA Service Level | 1 (Verified on 10/20/2020) |
Sample Information
| Sample Taken Date | 05/08/2022 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 06/20/2022 |
| Sample type | Acceptance | A brief description of the sample | 3/4" HMA-A SP R12, PG 64-10 |
| The quantity of what the sample constitutes | 2 cans | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | G | Last name of sampler or witnessed by | Myers |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Teichert - Santa Fe Winton | Transportation Laboratory (TL) Number | MC220001 |
| 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 | No | Lot number | 1 |
| Sublot number | 4 | Tank number | |
| Time of sample | HMA Supplier | Teichert - Santa Fe Winton | |
| Certified Asphalt 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: 2022-05-08-6
DIME Test ID: 2022-05-08-6-4
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: 2022-07-06
Test Results
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 06/30/2022
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: 990.0 mN
Beam deflection 60.0 s: 2.284 µm
Measured Stiffness Modulus 60.0 s: 34.800 mPa
Estimated Stiffness Modulus 60.0 s: 34.700 mPa
Difference between stiffness moduli 60.0 s: -0.29 %
Estimated m-value 60.0 s: 0.449
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/6/2022 ✔