Summary for Test 2024-06-03-74-1
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 | 06/03/2024 | Sample Unique Key | 74 |
|---|---|---|---|
| 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 | 06/03/2024 |
| Sample type | Acceptance | A brief description of the sample | 2 Bags Soil |
| The quantity of what the sample constitutes | Native Subgrade | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jeff | Last name of sampler or witnessed by | McKeehan |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79564 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Knife River Construction | Transportation Laboratory (TL) Number | 802360 |
| 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 | Roadway R36 A line st 15+34 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-06-03-74
DIME Test ID: 2024-06-03-74-1
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: 2024-06-18
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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 06/03/2024
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 14008.3 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 764.0 grams | 95 % | |||||
| 1070.0 grams | 87 % | |||||
| 1163.0 grams | 79 % | |||||
| 558.0 grams | 75 % | |||||
| 665.0 grams | 70 % | |||||
| 329.0 grams | 68 % | |||||
| 697.0 grams | 63 % | |||||
| 434.1 grams | ||||||
| 26.4 grams | 59 % | |||||
| 27.9 grams | 55 % | |||||
| 27.6 grams | 51 % | |||||
| 29.6 grams | 47 % | |||||
| 34.4 grams | 42 % | |||||
| 32.4 grams | 37 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/18/2024 ✔