Summary for Test 2025-07-01-43-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1001417 DEA: 022J7504 EFIS: 0221000131 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-299-33.5/37.5 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Crowder Flat Pavement Roadway Rehabilitation |
| Location Description | In Modoc County near Alturas from 3.6 miles west of Crowder Flat Road to 0.3 mile west of Rattlesnake Creek Bridge |
| QA Service Level | 1 (Verified on 07/22/2025) |
Sample Information
| Sample Taken Date | 07/01/2025 | Sample Unique Key | 43 |
|---|---|---|---|
| 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 | 07/01/2025 |
| Sample type | Preliminary | A brief description of the sample | 2 Bags Native Soil |
| The quantity of what the sample constitutes | Sand, Silt, Rock and Soil | From where was the sample collected | Source |
| First name of sampler or witnessed by | Colt | Last name of sampler or witnessed by | Sweeny |
| Title of sampler | MREA | Telephone number of sampler | |
| Laboratory sample identification | D79942 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | CALTRANS | Transportation Laboratory (TL) Number | 000001 |
| 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 MOD 299 pm 37.00 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-07-01-43
DIME Test ID: 2025-07-01-43-1
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: 2025-07-28
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: Colt Sweeny
Date of test: 07/24/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 15329 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 276.0 grams | 98 % | |||||
| 769.0 grams | 95 % | |||||
| 1507.0 grams | 90 % | |||||
| 2093.0 grams | 86 % | |||||
| 2921.0 grams | 81 % | |||||
| 3310.0 grams | 78 % | |||||
| 4401.0 grams | 71 % | |||||
| 485.4 grams | ||||||
| 43.5 grams | 65 % | |||||
| 83.4 grams | 59 % | |||||
| 123.1 grams | 53 % | |||||
| 169.5 grams | 46 % | |||||
| 225.3 grams | 38 % | |||||
| 275.2 grams | 30.7 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/28/2025 ✔