Summary for Test 2020-08-08-1-2
Test performed: AASHTO T59-16Project Information
| Project Identifiers | Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-5-9.7/24.9 |
| Award Date | 05/01/2019 |
| Closeout Date | 02/22/2024 |
| Work Description | Not set |
| Location Description | Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct |
| QA Service Level | 1 (Verified on 07/19/2019) |
Sample Information
| Sample Taken Date | 08/08/2020 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/10/2020 | Sample type | Department Acceptance |
| A brief description of the sample | Emulsion | The quantity of what the sample constitutes | 1 jug |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Sergio |
| Last name of sampler or witnessed by | T | Title of sampler | Material Tester |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Pacific Northwest Oil - Stockton, CA | |
| Transportation Laboratory (TL) Number | 779732 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphaltic Emulsion | Emulsion Grade | SS-1h |
|---|---|---|---|
| Lot Number | Not set | Sub Lot | Not set |
| Dilution Percentage Rate | Not set |
Test Details
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DIME Sample ID: 2020-08-08-1
DIME Test ID: 2020-08-08-1-2
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T59-16: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Test Release Date: 2020-08-12
Test Results
How many beakers will be used to conduct the test?: 4
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/12/2020
Beaker 1 Mass of beaker, rod, screen (if used), and residue: 454.7 g
Beaker 1 Tare mass of the beaker, rod, and screen (if used): 424.9 g
Beaker 2 Mass of beaker, rod, screen (if used), and residue: 442.0 g
Beaker 2 Tare mass of the beaker, rod, and screen (if used): 412.4 g
Beaker 3 Mass of beaker, rod, screen (if used), and residue: 325.2 g
Beaker 3 Tare mass of the beaker, rod, and screen (if used): 295.5 g
Beaker 4 Mass of beaker, rod, screen (if used), and residue: 447.5 g
Beaker 4 Tare mass of the beaker, rod, and screen (if used): 417.8 g
Beaker 1 Residue: 59.6 %
Beaker 2 Residue: 59.2 %
Beaker 3 Residue: 59.4 %
Beaker 4 Residue: 59.4 %
Percentage of residue: 59.4 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/12/2020 ✔