Summary for Test 2026-07-13-49-1
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 | 07/13/2026 | Sample Unique Key | 49 |
|---|---|---|---|
| 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 | 07/14/2026 |
| Sample type | Acceptance | A brief description of the sample | 3/4" Class II AB, Blasted Rock |
| The quantity of what the sample constitutes | Class II AB | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Emilio | Last name of sampler or witnessed by | Chavez |
| Title of sampler | Consultant Tester | Telephone number of sampler | |
| Laboratory sample identification | D80287 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Mercer Fraser | Transportation Laboratory (TL) Number | 036645 |
| 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. 599+50 EB Hwy 70 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-07-13-49
DIME Test ID: 2026-07-13-49-1
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: 07/20/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 18415 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 31.0 grams | 100 % | |||||
| 796.0 grams | 96 % | |||||
| 5464.0 grams | 70 % | |||||
| 7630.0 grams | 59 % | |||||
| 11216.0 grams | 39 % | |||||
| 491.4 grams | ||||||
| 136.5 grams | 28 % | |||||
| 223.2 grams | 21 % | |||||
| 281.6 grams | 17 % | |||||
| 325.8 grams | 13 % | |||||
| 364.2 grams | 10 % | |||||
| 394.7 grams | 7.7 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/23/2026 ✔