Summary for Test 2025-10-01-62-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000135 DEA: 024H7504 EFIS: 0219000058 |
|---|---|
| DIST-CO-RTE-PM | 02--299-49/72 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Poker Bar Culverts |
| Location Description | TRI 299 PM 49.0-72.0 |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 10/01/2025 | Sample Unique Key | 62 |
|---|---|---|---|
| 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, cobbles, and fines) |
| The quantity of what the sample constitutes | Gravel Filter Recommendation at 02-TRI-299-PM71.76 | 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 | D80068 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 897618 |
| 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 | Outlet at Culvert PM 71.76 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-10-01-62
DIME Test ID: 2025-10-01-62-1
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: Dacota Mei
Date of test: 10/10/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 14778 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 333.0 grams | 98 % | |||||
| 842.0 grams | 94 % | |||||
| 1009.0 grams | 93 % | |||||
| 1413.0 grams | 90 % | |||||
| 1719.0 grams | 88 % | |||||
| 3092.0 grams | 79 % | |||||
| 513.8 grams | ||||||
| 147.3 grams | 56 % | |||||
| 265.4 grams | 38 % | |||||
| 349.8 grams | 25 % | |||||
| 417.2 grams | 15 % | |||||
| 463.3 grams | 8 % | |||||
| 485.4 grams | 4.4 % | |||||
General comments (publicly viewable) (Max 1000 characters): D₈₅=7.0-mm, D₅₀=1.87-mm, D₁₅=303.-μm
Test was verified on 10/14/2025 ✔