Summary for Test 2025-07-23-105-1
Test performed: CTM 203-February 2008
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Project Information
| Project Identifiers | Project ID: 994666 DEA: 020J5304 EFIS: 0219000133 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-8.3/15 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Pavement Preservation in Trinity Co. near Burnt Ranch from 0.5 mile East of Gray Creek Road to 1.0 mile East of Trinity River Bridge #05-0006. |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 07/23/2025 | Sample Unique Key | 105 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/06/2025 | Sample type | Preliminary |
| A brief description of the sample | 1 bag of Soil | The quantity of what the sample constitutes | Embankment |
| 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 | Senior Engineering Geologist |
| Telephone number of sampler | (530) 604-3182 | Laboratory sample identification | D79987 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | In Situ | |
| Transportation Laboratory (TL) Number | 875960 | 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 | Field No. BR-WI, 02-TRI-299-10.34, from embankment - West side, 0 – 6" depth | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-07-23-105
DIME Test ID: 2025-07-23-105-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Test Release Date: 2025-08-26
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: Ward Jenkins
Date of test: 08/22/2025
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: 84 %
Cumulative percent passing the 1 1/2 in. sieve: 79 %
Cumulative percent passing the 1 in. sieve: 70 %
Cumulative percent passing the 3/4 in. sieve: 67 %
Cumulative percent passing the 1/2 in. sieve: 62 %
Cumulative percent passing the 3/8 in. sieve: 59 %
Cumulative percent passing the #4 sieve: 49 %
Cumulative percent passing the #8 sieve: 45 %
Cumulative percent passing the #16 sieve: 40 %
Cumulative percent passing the #30 sieve: 34 %
Cumulative percent passing the #50 sieve: 28 %
Cumulative percent passing the #100 sieve: 22 %
Cumulative percent passing the #200 sieve: 17 %
Cumulative Percent Passing on 5 Microns: 16 %
Cumulative Percent Passing on 1 Micron: 10 %
General comments (publicly viewable) (Max 1000 characters): Field No. BR-WI
Test was verified on 8/26/2025 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.