Summary for Test 2025-09-16-53-1
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 | Not set |
| 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 | 53 |
|---|---|---|---|
| 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 | 09/18/2025 |
| Sample type | Informational | A brief description of the sample | 2 bags of Soil (gravel with sand, cobbles, and fines) |
| The quantity of what the sample constitutes | Gravel Filter Recommendation at L03 | 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 | D80042 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 3 |
| 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 41.82785°N, 122.97819°W; 0 – 1' depth | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-09-16-53
DIME Test ID: 2025-09-16-53-1
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: Josh Murphy
Date of test: 09/19/2025
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 28250 grams | ||||||
| 4374.0 grams | 85 % | |||||
| 466.0 grams | 83 % | |||||
| 2689.0 grams | 73 % | |||||
| 1231.0 grams | 69 % | |||||
| 2376.0 grams | 61 % | |||||
| 1662.0 grams | 55 % | |||||
| 2200.0 grams | 47 % | |||||
| 1256.0 grams | 42 % | |||||
| 2881.0 grams | 32 % | |||||
| 485.2 grams | ||||||
| 76.1 grams | 27 % | |||||
| 42.9 grams | 24 % | |||||
| 30.3 grams | 22 % | |||||
| 40.5 grams | 19 % | |||||
| 64.1 grams | 15 % | |||||
| 62.5 grams | 11 % | |||||
General comments (publicly viewable) (Max 1000 characters): D₈₅=76.1-mm, D₅₀=15.0-mm, D₁₅=140.-μm
Test was verified on 9/22/2025 ✔