Summary for Test 2022-02-12-23-1
Test performed: CTM 203-February 2008Project Information
| Project Identifiers | Project ID: 212779 DEA: 021H5804 EFIS: 0216000024 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-58.4/R78.4 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 02/12/2022 | Sample Unique Key | 23 |
|---|---|---|---|
| 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 | 02/25/2022 |
| Sample type | Preliminary | A brief description of the sample | 1 bag of soil for use in GRE Design |
| The quantity of what the sample constitutes | Existing soil at 02-PLU-70-63.05 | 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 | (530) 225-3516 |
| Laboratory sample identification | D79004 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 876436 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 876440 | 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-PLU-70-63.05 from slope 0.0 to 1.0 ft depth | |
| Where the material sample would have been placed if not sampled | In situ |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-02-12-23
DIME Test ID: 2022-02-12-23-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Test Release Date: 2022-03-08
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 and K. Yang
Date of test: 02/25/2022
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: 97 %
Cumulative percent passing the 1/2 in. sieve: 83 %
Cumulative percent passing the 3/8 in. sieve: 75 %
Cumulative percent passing the #4 sieve: 60 %
Cumulative percent passing the #8 sieve: 50 %
Cumulative percent passing the #16 sieve: 41 %
Cumulative percent passing the #30 sieve: 33 %
Cumulative percent passing the #50 sieve: 23 %
Cumulative percent passing the #100 sieve: 15 %
Cumulative percent passing the #200 sieve: 10 %
Cumulative Percent Passing on 1 Micron: 1 %
Cumulative Percent Passing on 5 Microns: 2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/8/2022 ✔