Summary for Test 2025-10-01-64-1
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 | 64 |
|---|---|---|---|
| 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 Soil (Sand with Fines) |
| The quantity of what the sample constitutes | Gravel Filter Recommendation at TRI 299 PM 68.45 | 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 | D80069 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 897617 |
| 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 | Gravel Filter Design |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | TRI 299 Outlet of Culvert Pm 68.45 | |
| Where the material sample would have been placed if not sampled |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-10-01-64
DIME Test ID: 2025-10-01-64-1
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: 2025-10-16
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: 10/16/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 6519 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 38.0 grams | 99 % | |||||
| 58.0 grams | 99 % | |||||
| 191.0 grams | 97 % | |||||
| 509.5 grams | ||||||
| 67.5 grams | 84 % | |||||
| 163.4 grams | 66 % | |||||
| 240.8 grams | 51 % | |||||
| 314.8 grams | 37 % | |||||
| 393.2 grams | 22 % | |||||
| 444.7 grams | 12.3 % | |||||
General comments (publicly viewable) (Max 1000 characters): D₈₅=2.6-mm, D₅₀=581.-μm, D₁₅=94.-μm
Test was verified on 10/16/2025 ✔