Summary for Test 2024-06-18-135-1
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 | 06/18/2024 | Sample Unique Key | 135 |
|---|---|---|---|
| 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 | 06/18/2024 |
| Sample type | Acceptance | A brief description of the sample | 2 Bags Soil |
| The quantity of what the sample constitutes | Native Subgrade | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jeff | Last name of sampler or witnessed by | McKeehan |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79587 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Mercer Fraser | Transportation Laboratory (TL) Number | 802363 |
| 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 shoulder 10' EP St.1570+80 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-06-18-135
DIME Test ID: 2024-06-18-135-1
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: 2024-07-18
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 Ferency
Date of test: 07/17/2024
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 10763 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 % | |||||
| 26.0 grams | 100 % | |||||
| 43.0 grams | 100 % | |||||
| 97.0 grams | 99 % | |||||
| 510.9 grams | ||||||
| 39.5 grams | 91 % | |||||
| 153.8 grams | 69 % | |||||
| 262.7 grams | 48 % | |||||
| 355.5 grams | 30 % | |||||
| 419.4 grams | 18 % | |||||
| 454.4 grams | 11 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/18/2024 ✔