Summary for Test 2022-01-20-52-1
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 | 52 |
|---|---|---|---|
| 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 | 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 | D78994 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 824595 |
| 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-70-82.65-South ditch-0.5 to 15 ft depth | |
| Where the material sample would have been placed if not sampled | In situ |
Test Details
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DIME Sample ID: 2022-01-20-52
DIME Test ID: 2022-01-20-52-1
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: 01/24/2022
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 51.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 88.0 grams | 98.8 % | |||||
| 59.0 grams | 98 % | |||||
| 304.0 grams | 96 % | |||||
| 44.4 grams | 87 % | |||||
| 84.5 grams | 71 % | |||||
| 105.9 grams | 50 % | |||||
| 90.7 grams | 33 % | |||||
| 65.3 grams | 20 % | |||||
| 37.3 grams | 13.1 % | |||||
| 67.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/22/2022 ✔