Summary for Test 2026-07-07-92-1
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 | 92 |
|---|---|---|---|
| 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 | 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 | D80263 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction | Transportation Laboratory (TL) Number | 895427 |
| 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.857+98 10' L of CL | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-07-07-92
DIME Test ID: 2026-07-07-92-1
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: 2026-07-16
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: 07/16/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 11134 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 21.0 grams | 100 % | |||||
| 45.0 grams | 100 % | |||||
| 64.0 grams | 99 % | |||||
| 73.0 grams | 99 % | |||||
| 148.0 grams | 99 % | |||||
| 444.9 grams | ||||||
| 1.0 grams | 99 % | |||||
| 3.4 grams | 98 % | |||||
| 6.7 grams | 98 % | |||||
| 14.6 grams | 96 % | |||||
| 71.6 grams | 83 % | |||||
| 154.4 grams | 64.6 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/16/2026 ✔