Summary for Test 2025-10-13-29-2
Test performed: CTM 203-February 2008
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Project 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 | 29 |
|---|---|---|---|
| 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 | 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 | D80090 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Scott Lewis | Transportation Laboratory (TL) Number | 734225 |
| 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: 2025-10-13-29
DIME Test ID: 2025-10-13-29-2
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: 11/06/2025
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: 85 %
Cumulative percent passing the 1 in. sieve: 79 %
Cumulative percent passing the 3/4 in. sieve: 73 %
Cumulative percent passing the 1/2 in. sieve: 65 %
Cumulative percent passing the 3/8 in. sieve: 6048 %
Cumulative percent passing the #4 sieve: 43 %
Cumulative percent passing the #8 sieve: 38 %
Cumulative percent passing the #16 sieve: 33 %
Cumulative percent passing the #30 sieve: 27 %
Cumulative percent passing the #50 sieve: 23 %
Cumulative percent passing the #100 sieve: 20 %
Cumulative percent passing the #200 sieve: 8 %
Cumulative Percent Passing on 5 Microns: 5 %
Cumulative Percent Passing on 1 Micron: 4 %
General comments (publicly viewable) (Max 1000 characters): D₈₅=37.4-mm, D₅₀=5.407-mm, D₁₅=430-μm
Test was verified on 11/10/2025 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.