Summary for Test 2025-10-13-30-2
Test performed: CTM 203-February 2008Project Information
| Project Identifiers | Project ID: 1001807 DEA: 022J8004 EFIS: 0221000136 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R15.37/R17.3 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | East Palisades Class I Path - Complete Streets; Construct Class I path |
| Location Description | In Shasta County in Redding from 0.2 mile north of Route 44 to Route 299 |
| QA Service Level | 1 (Verified on 11/06/2025) |
Sample Information
| Sample Taken Date | 10/13/2025 | Sample Unique Key | 30 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/16/2025 | Sample type | Preliminary |
| A brief description of the sample | 1 Bag of Soil | The quantity of what the sample constitutes | Not Provided |
| 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 | D80089 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Scott Lewis | |
| Transportation Laboratory (TL) Number | 734224 | 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 | Cut Slope within Project | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-10-13-30
DIME Test ID: 2025-10-13-30-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Test Release Date: 2025-11-10
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: Josh Murphy
Date of test: 10/28/2025
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: 98 %
Cumulative percent passing the 1 in. sieve: 98 %
Cumulative percent passing the 3/4 in. sieve: 98 %
Cumulative percent passing the 1/2 in. sieve: 97 %
Cumulative percent passing the 3/8 in. sieve: 95 %
Cumulative percent passing the #4 sieve: 92 %
Cumulative percent passing the #8 sieve: 90 %
Cumulative percent passing the #16 sieve: 88 %
Cumulative percent passing the #30 sieve: 86 %
Cumulative percent passing the #50 sieve: 83 %
Cumulative percent passing the #100 sieve: 79 %
Cumulative percent passing the #200 sieve: 75 %
Cumulative Percent Passing on 5 Microns: 50 %
Cumulative Percent Passing on 1 Micron: 33 %
General comments (publicly viewable) (Max 1000 characters): D₈₅=514-μm, D₅₀=5-μm, D₁₅=0.4-μm (D₁₅ is extrapolated, and maybe inaccurate)
Test was verified on 11/10/2025 ✔