Summary for Test 2026-07-07-99-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000697 DEA: 021J75U4 EFIS: 0224000092 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-36-14.4/R16.8 |
| Award Date | 01/23/2025 |
| Closeout Date | Not set |
| Work Description | PLACE HMA AND CLASS 2 AB, EXCAVATE ROADWAY, & INSTALL LIGHTING SYSTEM. |
| Location Description | LASSEN COUNTY ABOUT 9 MILES WEST OF SUSANVILLE FROM 1.3 MILES WEST TO 1.2 MILES EAST OF WILLARD CREEK ROAD |
| QA Service Level | 1 (Verified on 10/24/2024) |
Sample Information
| Sample Taken Date | 07/07/2026 | Sample Unique Key | 99 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/08/2026 | Sample type | Acceptance |
| A brief description of the sample | 1 Bag Subgrade | The quantity of what the sample constitutes | Existing 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 | D80262 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction | |
| Transportation Laboratory (TL) Number | 895426 | 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 | STA. 858+10 8' L of CL | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-07-07-99
DIME Test ID: 2026-07-07-99-1
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: 2026-07-23
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: Josh Murphy
Date of test: 07/23/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 14659 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 481.0 grams | 97 % | |||||
| 481.0 grams | 97 % | |||||
| 643.0 grams | 96 % | |||||
| 863.0 grams | 94 % | |||||
| 1179.0 grams | 92 % | |||||
| 1322.0 grams | 91 % | |||||
| 1846.0 grams | 87 % | |||||
| 463.6 grams | ||||||
| 17.2 grams | 84 % | |||||
| 42.2 grams | 79 % | |||||
| 78.5 grams | 72 % | |||||
| 125.1 grams | 64 % | |||||
| 178.7 grams | 53 % | |||||
| 221.5 grams | 45.4 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/23/2026 ✔