Summary for Test 2021-07-06-44-5
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 212914 DEA: 031E0604 EFIS: 0312000068 |
|---|---|
| DIST-CO-RTE-PM | 03-YUB-70-15.5/16.5 |
| Award Date | 07/31/2019 |
| Closeout Date | 08/30/2023 |
| Work Description | SIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055. |
| Location Description | NEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019. |
| QA Service Level | 1 (Verified on 08/22/2019) |
Sample Information
| Sample Taken Date | 07/06/2021 | Sample Unique Key | 44 |
|---|---|---|---|
| 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 | PG64-16 | The quantity of what the sample constitutes | 1 can |
| From where was the sample collected | Source | First name of sampler or witnessed by | Eddie |
| Last name of sampler or witnessed by | Not Provided | 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 | 930966 | 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 | Lot number | 1 | |
| Sublot number | 5 | Tank number | |
| Time of sample | HMA Supplier | Teichert Hollwood | |
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton 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: 2021-07-06-44
DIME Test ID: 2021-07-06-44-5
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: 2021-08-04
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 08/02/2021
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: 995.0 mN
Beam deflection 60.0 s: 0.855 µm
Measured Stiffness Modulus 60.0 s: 93.800 mPa
Estimated Stiffness Modulus 60.0 s: 93.800 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.399
General comments (publicly viewable) (Max 1000 characters): per 2018 standard specifications
Test was verified on 8/4/2021 ✔