Summary for Test 2025-10-13-29-1
Test performed: CTM 202-November 2011
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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 |
|---|---|---|---|
| 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: 2025-10-13-29-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
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
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Dacota Mei
Date of test: 11/27/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 12598 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 1878.0 grams | 85 % | |||||
| 2590.0 grams | 79 % | |||||
| 3449.0 grams | 73 % | |||||
| 4395.0 grams | 65 % | |||||
| 5016.0 grams | 60 % | |||||
| 6545.0 grams | 48 % | |||||
| 502.4 grams | ||||||
| 79.5 grams | 40 % | |||||
| 151.6 grams | 34 % | |||||
| 292.0 grams | 20 % | |||||
| 292.0 grams | 20 % | |||||
| 334.8 grams | 16 % | |||||
| 369.5 grams | 12.7 % | |||||
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.