Summary for Test 2025-10-01-61-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000330 DEA: 024H0804 EFIS: 0218000075 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-R0/R16 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Somes Bar CAPM |
| Location Description | In Siskiyou County at and near Somes Bar from Humboldt County Line to 0.1 mile west of Dillon Creek Bridge |
| QA Service Level | 1 (Verified on 05/09/2024) |
Sample Information
| Sample Taken Date | 10/01/2025 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | 10/01/2025 |
| Sample type | Preliminary | A brief description of the sample | 2 bags of Soil (Gravel with Sand) |
| The quantity of what the sample constitutes | Gravel Filter Recommendation at 02-SIS-96-1.29 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Derek | Last name of sampler or witnessed by | Serna |
| Title of sampler | MREA | Telephone number of sampler | |
| Laboratory sample identification | D80070 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 897615 |
| 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 | Shoulder at outlet PM 1.29 SIS 96 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-10-01-61
DIME Test ID: 2025-10-01-61-1
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: 2025-10-14
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: 10/13/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 24244 grams | ||||||
| 0.0 grams | 100 % | |||||
| 3664.0 grams | 85 % | |||||
| 5463.0 grams | 77 % | |||||
| 6582.0 grams | 73 % | |||||
| 8580.0 grams | 65 % | |||||
| 9721.0 grams | 60 % | |||||
| 11546.0 grams | 52 % | |||||
| 12618.0 grams | 48 % | |||||
| 15433.0 grams | 36 % | |||||
| 492.2 grams | ||||||
| 156.8 grams | 25 % | |||||
| 285.5 grams | 15 % | |||||
| 382.3 grams | 8 % | |||||
| 442.4 grams | 4 % | |||||
| 469.8 grams | 2 % | |||||
| 479.5 grams | 0.9 % | |||||
General comments (publicly viewable) (Max 1000 characters): D₈₅=63.0-mm, D₅₀=10.7-mm, D₁₅=1.15-mm
Test was verified on 10/14/2025 ✔