Summary for Test 2021-12-03-42-1
Test performed: CTM 203-February 2008
Warning: The test results shown on this page have been superseded and are invalid.
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Project Information
Project Identifiers | Project ID: 212779 DEA: 021H5804 EFIS: 0216000024 |
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DIST-CO-RTE-PM | 02-PLU-70-58.4/R78.4 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
Sample Taken Date | 12/03/2021 | Sample Unique Key | 42 |
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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 | 12/06/2021 |
Sample type | Preliminary | A brief description of the sample | 1 bag of soil for use in geogrid embankment design |
The quantity of what the sample constitutes | Existing soil at 02-PLU-70-68.2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Scott | Last name of sampler or witnessed by | Lewis |
Title of sampler | Engineering Geologist | Telephone number of sampler | (530) 225-3516 |
Laboratory sample identification | D78987 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | N/A | Transportation Laboratory (TL) Number | 876437 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
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The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | 02-PLU-70-68.17 from face of slope on North side of road | |
Where the material sample would have been placed if not sampled | In situ |
Test Details
DIME Sample ID: 2021-12-03-42
DIME Test ID: 2021-12-03-42-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Test Release Date: 2022-01-04
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Natalie Rivinius
Date of test: 12/16/2021
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 96 %
Cumulative percent passing the 1 in. sieve: 94 %
Cumulative percent passing the 3/4 in. sieve: 90 %
Cumulative percent passing the 1/2 in. sieve: 83 %
Cumulative percent passing the 3/8 in. sieve: 78 %
Cumulative percent passing the #4 sieve: 66 %
Cumulative percent passing the #8 sieve: 54 %
Cumulative percent passing the #16 sieve: 41 %
Cumulative percent passing the #30 sieve: 33 %
Cumulative percent passing the #50 sieve: 27 %
Cumulative percent passing the #100 sieve: 21 %
Cumulative percent passing the #200 sieve: 17 %
Cumulative Percent Passing on 1 Micron: 3 %
Cumulative Percent Passing on 5 Microns: 7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/4/2022 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.