Summary for Test 2022-05-18-47-3
Test performed: CTM 203-February 2008Project Information
| Project Identifiers | Project ID: 215157 DEA: 021H5704 EFIS: 0216000036 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-67.8/77.8 |
| Award Date | 02/09/2023 |
| Closeout Date | Not set |
| Work Description | BURNEY CAPM - PAVEMENT REHABILITATION |
| Location Description | BUNCH GRASS LOOKOUT RD TO NAPA LN |
| QA Service Level | 1 (Verified on 09/03/2020) |
Sample Information
| Sample Taken Date | 05/18/2022 | Sample Unique Key | 47 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 05/18/2022 |
| Sample type | Preliminary | A brief description of the sample | 2 bags of Soil from Embankment for, trenchless culvert replacement |
| The quantity of what the sample constitutes | 2 Bag | 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 | D79032 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 876445 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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-299-68.99, South side of Embankment, 0.7 to 1.3 ft depth | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-05-18-47
DIME Test ID: 2022-05-18-47-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Test Release Date: 2022-05-31
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 Rios Dorado
Date of test: 05/25/2022
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: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 99 %
Cumulative percent passing the 1/2 in. sieve: 95 %
Cumulative percent passing the 3/8 in. sieve: 91 %
Cumulative percent passing the #4 sieve: 81 %
Cumulative percent passing the #8 sieve: 73 %
Cumulative percent passing the #16 sieve: 66 %
Cumulative percent passing the #30 sieve: 55 %
Cumulative percent passing the #50 sieve: 41 %
Cumulative percent passing the #100 sieve: 24 %
Cumulative percent passing the #200 sieve: 13 %
Cumulative Percent Passing on 1 Micron: 2 %
Cumulative Percent Passing on 5 Microns: 4 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/31/2022 ✔