Summary for Test 2022-01-20-57-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215734 DEA: 024H0104 EFIS: 0218000068 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-78.3/90.3 |
| Award Date | 01/29/2025 |
| Closeout Date | Not set |
| Work Description | REPLACE AC SURFACING, PLACE HMA AND THERMOPLASTIC TRAFFIC STRIPING. |
| Location Description | PLUMAS COUNTY NEAR PORTOLA FROM 0.4 MILE WEST OF BIG GRIZZLY CREEK BRIDGE TO 0.8 MILE WEST OF SUMMIT SCHOOL DRIVE |
| QA Service Level | 1 (Verified on 07/08/2021) |
Sample Information
| Sample Taken Date | 01/20/2022 | Sample Unique Key | 57 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/21/2022 | Sample type | Preliminary |
| A brief description of the sample | 1 bag of Soil | The quantity of what the sample constitutes | 0.5 mile of drainage ditch |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Darrell |
| Last name of sampler or witnessed by | Valasek | Title of sampler | MREA |
| Telephone number of sampler | Laboratory sample identification | D78995 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Unknown | |
| Transportation Laboratory (TL) Number | 824596 | 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 | 02-PLU-70-83.14, South ditch, 0.5-1.5 ft Depth | |
| Where the material sample would have been placed if not sampled | In situ |
Test Details
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DIME Sample ID: 2022-01-20-57
DIME Test ID: 2022-01-20-57-1
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: 2022-02-22
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Karen Rios Dorado
Date of test: 01/28/2022
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 181.0 grams | 99 % | |||||
| 0.0 grams | 99 % | |||||
| 212.0 grams | 97 % | |||||
| 302.0 grams | 95 % | |||||
| 796.0 grams | 89.9 % | |||||
| 451.0 grams | 87 % | |||||
| 1391.0 grams | 77 % | |||||
| 62.1 grams | 67 % | |||||
| 68.2 grams | 56 % | |||||
| 73.3 grams | 45 % | |||||
| 71.3 grams | 33 % | |||||
| 69.0 grams | 23 % | |||||
| 50.6 grams | 14.5 % | |||||
| 92.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/22/2022 ✔