Summary for Test 2022-05-17-43-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 993864 DEA: 023J2104 EFIS: 0222000019 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-41.1/41.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Happy Camp Drainage & Pavement |
| Location Description | In Siskiyou County at and near Happy Camp from 1st Avenue to 0.1 mile East of Mill Road. |
| QA Service Level | 1 (Verified on 05/27/2022) |
Sample Information
| Sample Taken Date | 05/17/2022 | Sample Unique Key | 43 |
|---|---|---|---|
| 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 | 05/17/2022 |
| Sample type | Preliminary | A brief description of the sample | 2 bags of Soil |
| The quantity of what the sample constitutes | Structural Section Recommendation | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | Steiner |
| Title of sampler | Assistant Area Materials Engineer | Telephone number of sampler | |
| Laboratory sample identification | D79028 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | N/A | Transportation Laboratory (TL) Number | 824599 |
| 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-SIS-96-41.2, at Shoulder-Ditch-Slope, 0.5 to 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: 2022-05-17-43
DIME Test ID: 2022-05-17-43-1
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: 2022-06-03
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: Arthur Mills and K. Rios Dorado
Date of test: 05/20/2022
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 304.0 grams | 97 % | |||||
| 116.0 grams | 96 % | |||||
| 148.0 grams | 95 % | |||||
| 460.0 grams | 91 % | |||||
| 308.0 grams | 88 % | |||||
| 1201.0 grams | 78 % | |||||
| 59.5 grams | 68 % | |||||
| 42.2 grams | 61 % | |||||
| 36.0 grams | 55 % | |||||
| 29.9 grams | 50 % | |||||
| 35.7 grams | 44 % | |||||
| 46.9 grams | 36.7 % | |||||
| 222.3 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/3/2022 ✔