Summary for Test 2025-06-05-64-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 995538 DEA: 024H0604 EFIS: 0218000073 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU,PLU-36- |
| Award Date | 11/05/2024 |
| Closeout Date | Not set |
| Work Description | CHESTER CAUSEWAY REHAB |
| Location Description | LASSEN AND PLUMAS COUNTIES FROM MELISSA AVENUE TO 0.6 MILE EAST OF RED RIVER CANAL |
| QA Service Level | 1 (Verified on 10/24/2024) |
Sample Information
| Sample Taken Date | 06/05/2025 | Sample Unique Key | 64 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/09/2025 | Sample type | Acceptance |
| A brief description of the sample | Native Subgrade Soil | The quantity of what the sample constitutes | 2 buckets |
| From where was the sample collected | Source | First name of sampler or witnessed by | Joe |
| Last name of sampler or witnessed by | Delgado | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D79903 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Native | |
| Transportation Laboratory (TL) Number | 877781 | 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 | Native Soil |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Native Underlying | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-06-05-64
DIME Test ID: 2025-06-05-64-1
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: 2025-06-25
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: 06/17/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 13413 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 155.0 grams | 99 % | |||||
| 828.0 grams | 94 % | |||||
| 1965.0 grams | 85 % | |||||
| 2419.0 grams | 82 % | |||||
| 3028.0 grams | 77 % | |||||
| 3412.0 grams | 75 % | |||||
| 4256.0 grams | 68 % | |||||
| 442 grams | ||||||
| 29.8 grams | 63 % | |||||
| 57.1 grams | 59 % | |||||
| 86.0 grams | 55 % | |||||
| 118.0 grams | 50 % | |||||
| 155.7 grams | 44 % | |||||
| 189.0 grams | 39 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/25/2025 ✔