Summary for Test 2025-09-16-50-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 995524 DEA: 021H3604 EFIS: 0216000040 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-76.8/78.0 |
| Award Date | 03/22/2024 |
| Closeout Date | 12/29/2025 |
| Work Description | REPLACE BRIDGE. |
| Location Description | SISKIYOU COUNTY NEAR HORSE CREEK FROM 0.4 MILE WEST OF KLAMATH RIVER BRIDGE TO 2.0 MILES WEST OF KOHL CREEK |
| QA Service Level | 1 (Verified on 12/27/2023) |
Sample Information
| Sample Taken Date | 09/16/2025 | Sample Unique Key | 50 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/18/2025 | Sample type | Informational |
| A brief description of the sample | 2 bags of Soil (gravel with fines and cobbles) | The quantity of what the sample constitutes | Gravel Filter Recommendation at L02 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Tony |
| Last name of sampler or witnessed by | Zalik | Title of sampler | PE |
| Telephone number of sampler | Laboratory sample identification | D80041 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | In Situ | |
| Transportation Laboratory (TL) Number | 2 | 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 | Future RSP location at 41.82759°N, 122.97761°W; 0 – 1' depth | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-09-16-50
DIME Test ID: 2025-09-16-50-1
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: 2025-09-22
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: Ward Jenkins
Date of test: 09/22/2025
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 32958 grams | ||||||
| 3761.0 grams | 89 % | |||||
| 1038.0 grams | 85 % | |||||
| 2791.0 grams | 77 % | |||||
| 3667.0 grams | 66 % | |||||
| 7658.0 grams | 43 % | |||||
| 2534.0 grams | 35 % | |||||
| 3063.0 grams | 26 % | |||||
| 1001.0 grams | 23 % | |||||
| 1196.0 grams | 19 % | |||||
| 478.8 grams | ||||||
| 18.4 grams | 18 % | |||||
| 12.2 grams | 18 % | |||||
| 9.1 grams | 17 % | |||||
| 12.2 grams | 17 % | |||||
| 18.8 grams | 16 % | |||||
| 36.9 grams | 15 % | |||||
General comments (publicly viewable) (Max 1000 characters): D₈₅=62.1-mm,
D₅₀=28.9-mm,
D₁₅=77.9-μm
Test was verified on 9/22/2025 ✔