Summary for Test 2025-09-24-57-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994539 DEA: 021H58U4 EFIS: 0223000059 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-58.2/R78.4 |
| Award Date | 06/27/2023 |
| Closeout Date | Not set |
| Work Description | RECONSTRUCT ROADWAY, HMA PAVING, DRAINAGE AND ELECTRICAL WORK. |
| Location Description | PLUMAS COUNTY AT AND NEAR CROMBERG FROM GILL RANCH ROAD TO 0.2 MILE WEST OF BIG GRIZZLY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/08/2023) |
Sample Information
| Sample Taken Date | 09/24/2025 | Sample Unique Key | 57 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/25/2025 | Sample type | Acceptance |
| A brief description of the sample | 2 Bags Subgrade | The quantity of what the sample constitutes | Not Given |
| From where was the sample collected | Source | First name of sampler or witnessed by | Riley |
| Last name of sampler or witnessed by | Melvin | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D80062 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Mercer Fraser | |
| Transportation Laboratory (TL) Number | 875183 | 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 | EB Lane Sta 1327+00 to sta 1329+00 | |
| Where the material sample would have been placed if not sampled |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-09-24-57
DIME Test ID: 2025-09-24-57-1
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: 2025-10-06
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: 10/06/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 9885.7 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 5.0 grams | 100 % | |||||
| 489.5 grams | ||||||
| 6.1 grams | 99 % | |||||
| 30.6 grams | 94 % | |||||
| 63.1 grams | 87 % | |||||
| 118.9 grams | 76 % | |||||
| 280.7 grams | 43 % | |||||
| 381.7 grams | 22 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/6/2025 ✔