Summary for Test 2021-08-11-26-5
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 215627 DEA: 032G2004 EFIS: 0321000024 |
|---|---|
| DIST-CO-RTE-PM | 03-YOL-128-0.0/9.8 |
| Award Date | 05/11/2021 |
| Closeout Date | 01/20/2022 |
| Work Description | PLACE RHMA AND REPLACE ASPHALT CONCRETE. |
| Location Description | YOLO COUNTY IN AND NEAR WINTERS FROM PUTAH CREEK BRIDGE TO ROUTE 128/505 SEPARATION |
| QA Service Level | 1 (Verified on 03/29/2021) |
Sample Information
| Sample Taken Date | 08/11/2021 | Sample Unique Key | 26 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 08/27/2021 |
| Sample type | Acceptance | A brief description of the sample | TEST 8/11, NO TEST 8/18 |
| The quantity of what the sample constitutes | 3 cans | From where was the sample collected | Source |
| First name of sampler or witnessed by | Maxamud | Last name of sampler or witnessed by | AbDulle |
| Title of sampler | TE | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Marathon | Transportation Laboratory (TL) Number | 042879 |
| 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 | 1 | |
| Sublot number | 1 | Tank number | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Marathon Petroleum Co. LP - Elk Grove CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-08-11-26
DIME Test ID: 2021-08-11-26-5
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: 2021-09-13
Test Results
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 09/08/2021
Minimum test bath temperature at 240 s: -6.1 C
Maximum test bath temperature at 240 s: -6.0 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: 87.500 mPa
Estimated Stiffness Modulus 60.0 s: 87.400 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.406
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 9/13/2021 ✔