Summary for Test 2025-05-19-79-1
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 | 05/19/2025 | Sample Unique Key | 79 |
|---|---|---|---|
| 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 | 05/19/2025 |
| Sample type | Acceptance | A brief description of the sample | 2 bags of Native Soil |
| The quantity of what the sample constitutes | Subgrade | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Dave | Last name of sampler or witnessed by | Lockett |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79881 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 867329 |
| 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 | "Native Underlying" @ 02-Plu-36, "516+01, 5' left of center, 6" below finished subgrade" | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-05-19-79
DIME Test ID: 2025-05-19-79-1
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: 2025-06-10
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: 06/04/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 18561 grams | ||||||
| 0.0 grams | 100 % | |||||
| 833.0 grams | 96 % | |||||
| 1101.0 grams | 94 % | |||||
| 2348.0 grams | 87 % | |||||
| 4123.0 grams | 78 % | |||||
| 4780.0 grams | 74 % | |||||
| 6257.0 grams | 66 % | |||||
| 7169.0 grams | 61 % | |||||
| 9455.0 grams | 49 % | |||||
| 483.2 grams | ||||||
| 105.1 grams | 38 % | |||||
| 197.7 grams | 29 % | |||||
| 279.0 grams | 21 % | |||||
| 342.9 grams | 14 % | |||||
| 385.6 grams | 10 % | |||||
| 411.1 grams | 7 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/10/2025 ✔