Summary for Test 2024-11-06-79-1
Test performed: CTM 203-February 2008Project Information
| Project Identifiers | Project ID: 1000855 DEA: 021J3104 EFIS: 0220000057 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-44-R26.8/71.38 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Shingle Station Paving and Drainage. |
| Location Description | In Shasta County at various locations from 0.3 mile east of Shingletown Ridge Road to Lassen County Line. |
| QA Service Level | 1 (Verified on 12/10/2024) |
Sample Information
| Sample Taken Date | 11/06/2024 | Sample Unique Key | 79 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/07/2024 | Sample type | Preliminary |
| A brief description of the sample | 1 bag of Soil | The quantity of what the sample constitutes | Culvert, Field No. TP-24-004_1 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Victor |
| Last name of sampler or witnessed by | Vasquez | Title of sampler | Geoprofessional |
| Telephone number of sampler | Laboratory sample identification | D79772 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | In Situ | |
| Transportation Laboratory (TL) Number | 875955 | 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-44-49.09 W/B, 0 – 2.5' depth | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-11-06-79
DIME Test ID: 2024-11-06-79-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Test Release Date: 2024-12-12
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 Ferency and Ward Jenkins
Date of test: 12/05/2024
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: 97 %
Cumulative percent passing the 1 1/2 in. sieve: 97 %
Cumulative percent passing the 1 in. sieve: 95 %
Cumulative percent passing the 3/4 in. sieve: 93 %
Cumulative percent passing the 1/2 in. sieve: 90 %
Cumulative percent passing the 3/8 in. sieve: 87 %
Cumulative percent passing the #4 sieve: 78 %
Cumulative percent passing the #8 sieve: 69 %
Cumulative percent passing the #16 sieve: 59 %
Cumulative percent passing the #30 sieve: 47 %
Cumulative percent passing the #50 sieve: 34 %
Cumulative percent passing the #100 sieve: 22 %
Cumulative percent passing the #200 sieve: 14 %
Cumulative Percent Passing on 5 Microns: 3 %
Cumulative Percent Passing on 1 Micron: 1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/12/2024 ✔