Summary for Test 2025-05-25-1-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994539 DEA: 021H58U4 EFIS: 0223000059 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-58.2/R78.4 |
| Award Date | 06/27/2023 |
| Closeout Date | Not set |
| Work Description | RECONSTRUCT ROADWAY, HMA PAVING, DRAINAGE AND ELECTRICAL WORK. |
| Location Description | PLUMAS COUNTY AT AND NEAR CROMBERG FROM GILL RANCH ROAD TO 0.2 MILE WEST OF BIG GRIZZLY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/08/2023) |
Sample Information
| Sample Taken Date | 05/25/2025 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/26/2025 | Sample type | Acceptance |
| A brief description of the sample | Native Borrow | The quantity of what the sample constitutes | 2 bags |
| 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 | MT |
| Telephone number of sampler | Laboratory sample identification | D79925 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | In Situ | |
| Transportation Laboratory (TL) Number | 858577 | 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 | Native Borrow |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | WB Shoulder St. 1030+50 2' Above FG 20' EP | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-05-25-1
DIME Test ID: 2025-05-25-1-1
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: 2025-07-17
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative 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 Murphy
Date of test: 07/11/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 9224 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.4 grams | 100 % | |||||
| 466.5 grams | ||||||
| 4.2 grams | 99 % | |||||
| 13.8 grams | 97 % | |||||
| 42.9 grams | 91 % | |||||
| 64.7 grams | 86 % | |||||
| 112.7 grams | 76 % | |||||
| 164.5 grams | 64.7 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/17/2025 ✔