Summary for Test 2025-05-19-78-1
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 | 78 |
|---|---|---|---|
| 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 | 1 Bucket 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 | D79879 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In situ | Transportation Laboratory (TL) Number | 867330 |
| 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, "493+95, 9' Right of center of Rt travel lane, 6.5" below finish SG | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-05-19-78
DIME Test ID: 2025-05-19-78-1
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: 2025-06-04
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: 05/21/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 12185 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 272.0 grams | 98 % | |||||
| 376.0 grams | 97 % | |||||
| 830.0 grams | 93 % | |||||
| 1253.0 grams | 90 % | |||||
| 1848.0 grams | 85 % | |||||
| 2187.0 grams | 82 % | |||||
| 3256.0 grams | 73 % | |||||
| 473.5 grams | ||||||
| 35.6 grams | 68 % | |||||
| 68.8 grams | 62 % | |||||
| 101.1 grams | 57 % | |||||
| 136.6 grams | 52 % | |||||
| 185.3 grams | 44 % | |||||
| 236.6 grams | 37 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/4/2025 ✔