Summary for Test 2021-02-24-23-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215676 DEA: 020J6404 EFIS: 0219000145 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-36-R13.6/R14.2 |
| Award Date | 12/19/2023 |
| Closeout Date | 09/24/2025 |
| Work Description | A13 AT ROUTE 36 SAFETY |
| Location Description | IN PLUMAS COUNTY NEAR CHESTER FROM 0.2 MILE WEST OF BAILEY CREEK BRIDGE TO 0.3 MILE EAST OF COUNTY ROAD A-13. |
| QA Service Level | 1 (Verified on 07/08/2021) |
Sample Information
| Sample Taken Date | 02/24/2021 | 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 | 02/24/2021 |
| Sample type | Preliminary | A brief description of the sample | Soil |
| The quantity of what the sample constitutes | Structural Section Recomendation | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | Steiner |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78747 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 824581 |
| 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-36-13.8, Shoulder Slope, 6 to 12-inch Depth | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2021-02-24-23
DIME Test ID: 2021-02-24-23-1
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: 2021-04-09
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: 02/26/2021
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 157.0 grams | 98 % | |||||
| 247.0 grams | 96 % | |||||
| 100.0 grams | 95 % | |||||
| 253.0 grams | 92 % | |||||
| 211.0 grams | 90 % | |||||
| 847.0 grams | 81 % | |||||
| 53.3 grams | 71 % | |||||
| 50.5 grams | 62 % | |||||
| 46.3 grams | 53 % | |||||
| 47.2 grams | 45 % | |||||
| 46.8 grams | 36 % | |||||
| 36.3 grams | 29.4 % | |||||
| 160.3 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/9/2021 ✔