Summary for Test 2021-06-22-48-5
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 213762 DEA: 032F3404 EFIS: 0300020616 |
|---|---|
| DIST-CO-RTE-PM | 03-PLA-49-3.1/7.5 |
| Award Date | 02/28/2019 |
| Closeout Date | 05/11/2022 |
| Work Description | WIDEN SHOULDERS, ADD RETAINING WALLS, REPLACE MBGR, CURBS & ELECTRICAL |
| Location Description | PLACER COUNTY IN AND NEAR AUBURN FROM 0.1 MILE SOUTH OF ROUTE 49/80 SEPARATION TO 0.1 MILE NORTH OF DRY CREEK ROAD |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 06/22/2021 | Sample Unique Key | 48 |
|---|---|---|---|
| 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 | 07/26/2021 |
| Sample type | Department Acceptance | A brief description of the sample | Asphalt Rubber Binder |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jarrod | Last name of sampler or witnessed by | na |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | KRC - Hollwood | Transportation Laboratory (TL) Number | c930952 |
| 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 | 23 | 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: 2021-06-22-48
DIME Test ID: 2021-06-22-48-5
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: 2021-08-11
Test Results
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 08/04/2021
Minimum test bath temperature at 240 s: -6.0 C
Maximum test bath temperature at 240 s: -5.9 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: 50.500 mPa
Estimated Stiffness Modulus 60.0 s: 50.600 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.440
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 8/11/2021 ✔