Summary for Test 2025-10-22-65-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1001798 DEA: 024J7304 EFIS: 0223000066 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-89-24.4/25.1 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | McCloud Intersection Safety - Intersection improvements |
| Location Description | In Siskiyou County at and near McCloud from East Minnesota Avenue to Modoc Avenue |
| QA Service Level | 1 (Verified on 10/30/2025) |
Sample Information
| Sample Taken Date | 10/22/2025 | Sample Unique Key | 65 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/23/2025 | Sample type | Preliminary |
| A brief description of the sample | Rock and Soil | The quantity of what the sample constitutes | Not Provided |
| 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 | D80105 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | D2 Mat Lab | |
| Transportation Laboratory (TL) Number | 897625 | 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 PM 24.5, SIS 89 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-10-22-65
DIME Test ID: 2025-10-22-65-1
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: 2025-12-01
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: 11/03/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 12158 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 40.0 grams | 100 % | |||||
| 144.0 grams | 99 % | |||||
| 424.0 grams | 97 % | |||||
| 675.0 grams | 94 % | |||||
| 2029.0 grams | 83 % | |||||
| 451.3 grams | ||||||
| 82.5 grams | 68 % | |||||
| 139.6 grams | 57 % | |||||
| 185.7 grams | 49 % | |||||
| 236.0 grams | 40 % | |||||
| 297.4 grams | 28 % | |||||
| 347.7 grams | 19.1 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/1/2025 ✔