Summary for Test 2025-05-30-48-1
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 | 05/30/2025 | Sample Unique Key | 48 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/05/2025 | 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 | D79899 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Undeclared | |
| Transportation Laboratory (TL) Number | 802374 | 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 | st.1065-00 |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | WB Shoulder st 1065-00 15' EP | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-05-30-48
DIME Test ID: 2025-05-30-48-1
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: 2025-06-16
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: Dacota Mei
Date of test: 06/10/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 11653 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 % | |||||
| 88.0 grams | 99 % | |||||
| 129.0 grams | 99 % | |||||
| 306.0 grams | 97 % | |||||
| 471.9 grams | ||||||
| 18.6 grams | 93 % | |||||
| 38.8 grams | 89 % | |||||
| 60.8 grams | 85 % | |||||
| 95.9 grams | 77 % | |||||
| 177.4 grams | 61 % | |||||
| 264.3 grams | 43 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/16/2025 ✔