Summary for Test 2021-12-03-39-2
Test performed: CTM 202-November 2011
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Project 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 | 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 |
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: 2021-12-03-39-2
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: 2022-01-03
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: Darrell Valasek
Date of test: 12/08/2021
| Individual Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 182 grams | 97 % | |||||
| 55 grams | 96 % | |||||
| 98 grams | 94.6 % | |||||
| 120 grams | 93 % | |||||
| 327 grams | 87 % | |||||
| 27 grams | 82 % | |||||
| 21.7 grams | 78 % | |||||
| 22 grams | 74 % | |||||
| 32.2 grams | 68 % | |||||
| 48.5 grams | 59 % | |||||
| 46.2 grams | 50.4 % | |||||
| 271.8 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/3/2022 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.