Summary for Test 2021-10-26-35-2
Test performed: CTM 203-February 2008Project Information
| Project Identifiers | Project ID: 993339 DEA: 024H9304 EFIS: 0219000027 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-44.3/44.9 |
| Award Date | 07/13/2022 |
| Closeout Date | 04/11/2024 |
| Work Description | INGOT CURVE IMPROVEMENT - CURVE IMROVEMENT |
| Location Description | IN SHASTA COUNTY NEAR INGOT FROM 2.7 MILES EAST OF SEAMANS GULCH ROAD TO 1.2 MILES WEST OF DU BOIS ROAD. |
| QA Service Level | 1 (Verified on 11/22/2021) |
Sample Information
| Sample Taken Date | 10/26/2021 | Sample Unique Key | 35 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/27/2021 | Sample type | Preliminary |
| A brief description of the sample | Embankment Fill for gradation and mehcanical analysis | The quantity of what the sample constitutes | 1 container |
| 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 | Engineering Geologist |
| Telephone number of sampler | Laboratory sample identification | D78968 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Unknown | |
| Transportation Laboratory (TL) Number | 876431 | 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 | 02-SHA-299-44.3, Fill, depth 0 to 10 inches | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2021-10-26-35
DIME Test ID: 2021-10-26-35-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Test Release Date: 2021-11-18
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: Natalie Rivinius
Date of test: 11/08/2020
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: 98 %
Cumulative percent passing the 3/4 in. sieve: 94 %
Cumulative percent passing the 1/2 in. sieve: 87 %
Cumulative percent passing the 3/8 in. sieve: 82 %
Cumulative percent passing the #4 sieve: 57 %
Cumulative percent passing the #8 sieve: 45 %
Cumulative percent passing the #16 sieve: 36 %
Cumulative percent passing the #30 sieve: 30 %
Cumulative percent passing the #50 sieve: 24 %
Cumulative percent passing the #100 sieve: 18 %
Cumulative percent passing the #200 sieve: 14 %
Cumulative Percent Passing on 5 Microns: 5 %
Cumulative Percent Passing on 1 Micron: 2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/18/2021 ✔