Summary for Test 2026-03-26-57-5
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1002109 DEA: 022J7404 EFIS: 0221000130 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-36-16.7/22.4 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Susan River Pavement - Roadway Rehabilitation (3R) |
| Location Description | In Lassen County about 8 miles west of Susanville from 0.7 mile west of Susan River Bridge to 0.4 mile east of Eagle Lake Road. |
| QA Service Level | 1 (Verified on 04/16/2026) |
Sample Information
| Sample Taken Date | 03/26/2026 | Sample Unique Key | 57 |
|---|---|---|---|
| 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 | 03/27/2026 |
| Sample type | Preliminary | A brief description of the sample | 2 Bags Sand Silt Rock and Soil |
| The quantity of what the sample constitutes | Structural Section Recommendation | 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 | D80170 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | District 2 Lab | Transportation Laboratory (TL) Number | |
| 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 Slope near PM 22.0 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-03-26-57
DIME Test ID: 2026-03-26-57-5
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: 2026-04-23
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: 04/23/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 14611 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 1009.0 grams | 93 % | |||||
| 1290.0 grams | 91 % | |||||
| 1447.0 grams | 90 % | |||||
| 1722.0 grams | 88 % | |||||
| 1967.0 grams | 87 % | |||||
| 2643.0 grams | 82 % | |||||
| 500.7 grams | ||||||
| 45.7 grams | 75 % | |||||
| 107.1 grams | 64 % | |||||
| 152.8 grams | 57 % | |||||
| 195.8 grams | 50 % | |||||
| 246.0 grams | 42 % | |||||
| 291.0 grams | 34.3 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/23/2026 ✔