Summary for Test 2021-10-27-25-4
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 214426 DEA: 030A5704 EFIS: 0300020593 |
|---|---|
| DIST-CO-RTE-PM | 03-YUB-20-13.3/R18.2 |
| Award Date | 01/02/2020 |
| Closeout Date | 07/15/2025 |
| Work Description | Browns Valley Rehab: CONSTRUCT BRIDGE, REALIGN CURVE, WIDEN SHOULDERS AND CULVERT WORK. |
| Location Description | YUBA COUNTY FROM MARYSVILLE ROAD TO THE YUBA RIVER BRIDGE |
| QA Service Level | 1 (Verified on 10/23/2019) |
Sample Information
| Sample Taken Date | 10/27/2021 | Sample Unique Key | 25 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/16/2021 | Sample type | Department Acceptance |
| A brief description of the sample | PG 64-16 Marathon | The quantity of what the sample constitutes | 1 Can, NO TEST 10/28, 11/2 |
| From where was the sample collected | Source | First name of sampler or witnessed by | Travis |
| Last name of sampler or witnessed by | - | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Teichert - Hallwood Plant | |
| Transportation Laboratory (TL) Number | 707419 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | No | Lot number | 8 |
| Sublot number | 19 | 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 | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2021-10-27-25
DIME Test ID: 2021-10-27-25-4
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: 2021-12-03
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 12/01/2021
Minimum test bath temperature at 240 s: -6.0 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: 988.0 mN
Beam deflection 60.0 s: 0.884 µm
Measured Stiffness Modulus 60.0 s: 90.100 mPa
Estimated Stiffness Modulus 60.0 s: 90.100 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 12/3/2021 ✔