Summary for Test 2024-03-14-64-2
Test performed: CTM 203-February 2008Project Information
| Project Identifiers | Project ID: 1000130 DEA: 021J3504 EFIS: 0220000061 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-29-41.1/55.3 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Diddy Roost Culverts - Drainage System Restoration |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/24/2024) |
Sample Information
| Sample Taken Date | 03/14/2024 | Sample Unique Key | 64 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/19/2024 | Sample type | Preliminary |
| A brief description of the sample | 1 bag of Soil | The quantity of what the sample constitutes | Soil for use in Embankment |
| From where was the sample collected | Source | First name of sampler or witnessed by | Scott |
| Last name of sampler or witnessed by | Lewis | Title of sampler | Senior Engineering Geologist |
| Telephone number of sampler | Laboratory sample identification | D79447 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | In situ | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Embankment near culvert outlet at south side, 02-Sha-299-41.17, 0 - 0.7 ft depth. | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-03-14-64
DIME Test ID: 2024-03-14-64-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Test Release Date: 2024-04-25
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: Dennis Hickey
Date of test: 04/19/2024
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: 99 %
Cumulative percent passing the 1 in. sieve: 90 %
Cumulative percent passing the 3/4 in. sieve: 85 %
Cumulative percent passing the 1/2 in. sieve: 79 %
Cumulative percent passing the 3/8 in. sieve: 75 %
Cumulative percent passing the #4 sieve: 65 %
Cumulative percent passing the #8 sieve: 56 %
Cumulative percent passing the #16 sieve: 47 %
Cumulative percent passing the #30 sieve: 40 %
Cumulative percent passing the #50 sieve: 34 %
Cumulative percent passing the #100 sieve: 29 %
Cumulative percent passing the #200 sieve: 25 %
Cumulative Percent Passing on 5 Microns: 13 %
Cumulative Percent Passing on 1 Micron: 5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/25/2024 ✔