Summary for Test 2021-08-16-10-1
Test performed: AASHTO T59-16Project Information
Project Identifiers | Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 |
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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 | 08/16/2021 | Sample Unique Key | 10 |
---|---|---|---|
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 | 08/20/2021 |
Sample type | Department Acceptance | A brief description of the sample | SS-1h Emulstion |
The quantity of what the sample constitutes | 1 bottle | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jim | Last name of sampler or witnessed by | Carroll |
Title of sampler | 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 | 059970 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphaltic Emulsion | Emulsion Grade | SS-1h |
---|---|---|---|
Lot Number | Not set | Sub Lot | Not set |
Test Details
DIME Sample ID: 2021-08-16-10
DIME Test ID: 2021-08-16-10-1
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: 2021-08-24
Test Results
How many beakers will be used to conduct the test?: 4
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 08/23/2021
Beaker 1 Mass of beaker, rod, screen (if used), and residue: 445.7 g
Beaker 1 Tare mass of the beaker, rod, and screen (if used): 419 g
Beaker 2 Mass of beaker, rod, screen (if used), and residue: 438.6 g
Beaker 2 Tare mass of the beaker, rod, and screen (if used): 411.9 g
Beaker 3 Mass of beaker, rod, screen (if used), and residue: 444.8 g
Beaker 3 Tare mass of the beaker, rod, and screen (if used): 418 g
Beaker 4 Mass of beaker, rod, screen (if used), and residue: 445.5 g
Beaker 4 Tare mass of the beaker, rod, and screen (if used): 418.8 g
Beaker 1 Residue: 53.4 %
Beaker 2 Residue: 53.4 %
Beaker 3 Residue: 53.6 %
Beaker 4 Residue: 53.4 %
Percentage of residue: 53 %
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 8/24/2021 ✔