Summary for Test 2026-05-20-87-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 993331 DEA: 023H6904 EFIS: 0218000010 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-30/R42.1 |
| Award Date | 11/21/2024 |
| Closeout Date | Not set |
| Work Description | ALMANOR WEST REHAB - ROADWAY REHABILITATION |
| Location Description | IN PLUMAS COUNTY NEAR CANYON DAM FROM LAKE ALMANOR SPILLWAY TO ROUTE 36. |
| QA Service Level | 1 (Verified on 10/14/2021) |
Sample Information
| Sample Taken Date | 05/20/2026 | Sample Unique Key | 87 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/20/2026 | Sample type | Acceptance |
| A brief description of the sample | 1 Bag Subgrade | The quantity of what the sample constitutes | Subgrade |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Brandon |
| Last name of sampler or witnessed by | White | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D80202 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Dig It Chester | |
| Transportation Laboratory (TL) Number | 896856 | 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 | PLU-89, st. 309+00 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-05-20-87
DIME Test ID: 2026-05-20-87-1
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: 2026-06-08
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: 05/28/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 9540 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 145.0 grams | 98 % | |||||
| 239.0 grams | 97 % | |||||
| 449.0 grams | 95 % | |||||
| 581.0 grams | 94 % | |||||
| 865.0 grams | 91 % | |||||
| 475 grams | ||||||
| 19.1 grams | 87 % | |||||
| 42.6 grams | 83 % | |||||
| 75.6 grams | 77 % | |||||
| 134.6 grams | 65 % | |||||
| 198.2 grams | 53 % | |||||
| 246.7 grams | 43.7 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/8/2026 ✔