Summary for Test 2021-12-03-39-4
Test performed: CTM 202-November 2011Project 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 | 10/03/2025 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 12/03/2021 | Sample Unique Key | 39 |
|---|---|---|---|
| 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 | 12/06/2021 |
| Sample type | Preliminary | A brief description of the sample | 1 bag of soil for use in geogrid embankment design |
| The quantity of what the sample constitutes | Existing soil at 02-PLU-70-58.9 | 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 | D78983 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | N/A | Transportation Laboratory (TL) Number | 876433 |
| 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-PLU-70-58.92 from slope on North side of road, 0 to 0.83 ft. depth | |
| Where the material sample would have been placed if not sampled | In situ |
Test Details
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DIME Sample ID: 2021-12-03-39
DIME Test ID: 2021-12-03-39-4
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-01-20
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Karen Rios Dorado
Date of test: 01/08/2022
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 473.0 grams | 92 % | |||||
| 0.0 grams | 92 % | |||||
| 82.0 grams | 90 % | |||||
| 104.0 grams | 88.4 % | |||||
| 125.0 grams | 86 % | |||||
| 225.0 grams | 82 % | |||||
| 21.1 grams | 78 % | |||||
| 22.2 grams | 74 % | |||||
| 25.8 grams | 70 % | |||||
| 38.4 grams | 63 % | |||||
| 61.3 grams | 53 % | |||||
| 59.9 grams | 42.4 % | |||||
| 245.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): The presence 1½″ particles in a relatively small sample could cause the percentage of the sample reported passing the coarser sieves to not accurately represent the general population. A few additional or missing large stones can shift the entire gradation up or down proportionately.
Test was verified on 1/20/2022 ✔