Summary for Test 2020-01-07-9-4
Test performed: CTM 203-February 2008Project Information
| Project Identifiers | Project ID: 214666 DEA: 022H8104 EFIS: 0217000012 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-1.67/45.12 |
| Award Date | 03/03/2022 |
| Closeout Date | 08/11/2023 |
| Work Description | TRINITY CULVERTS |
| Location Description | CULVERT REHABILITATION IN TRINITY COUNTY NEAR SALYER AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF WHITE HOUSE GULCH ROAD TO 0.4 MILE WEST OF SLATTERY POND ROAD. |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 01/07/2020 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/09/2020 | Sample type | Preliminary |
| A brief description of the sample | Soil for Use in Fill | The quantity of what the sample constitutes | Preliminary Design |
| 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 | D78322 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | In Situ | |
| Transportation Laboratory (TL) Number | 678221 | 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 | Unknown |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Field No. TC-1 | A detailed description of where the material sample was collected | 02-TRI-299-8.19, Embankment on South Side, 6 - 12 inch Depth |
| Where the material sample would have been placed if not sampled | Unknown |
Test Details
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DIME Sample ID: 2020-01-07-9
DIME Test ID: 2020-01-07-9-4
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Test Release Date: 2020-02-19
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: Karen Spliethof and D. Hickey
Date of test: 02/07/2020
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: 95 %
Cumulative percent passing the 1 in. sieve: 85 %
Cumulative percent passing the 3/4 in. sieve: 77 %
Cumulative percent passing the 1/2 in. sieve: 63 %
Cumulative percent passing the 3/8 in. sieve: 54 %
Cumulative percent passing the #4 sieve: 37 %
Cumulative percent passing the #8 sieve: 30 %
Cumulative percent passing the #16 sieve: 24 %
Cumulative percent passing the #30 sieve: 20 %
Cumulative percent passing the #50 sieve: 16 %
Cumulative percent passing the #100 sieve: 13 %
Cumulative percent passing the #200 sieve: 11 %
Cumulative Percent Passing on 5 Microns: 6 %
Cumulative Percent Passing on 1 Micron: 4 %
General comments (publicly viewable) (Max 1000 characters): Could not get raw data input to produce correct results. Calculated values were input directly.
Test was verified on 2/19/2020 ✔