Summary for Test 2024-01-04-49-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000200 DEA: 023J5204 EFIS: 0222000055 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-15.7-16.1 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Horse Gulch Curve |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/24/2024) |
Sample Information
| Sample Taken Date | 01/04/2024 | 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 | 01/04/2024 |
| Sample type | Preliminary | A brief description of the sample | Soil for structural section recommendation |
| The quantity of what the sample constitutes | 2 Bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | Steiner |
| Title of sampler | ADME | Telephone number of sampler | |
| Laboratory sample identification | D79394 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 847467 |
| 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 | LT SH Slope @ TEH 36 PM 15.8 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-01-04-49
DIME Test ID: 2024-01-04-49-1
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: 2024-05-06
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: 01/09/2024
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 19000 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 700.0 grams | 96 % | |||||
| 860.0 grams | 95 % | |||||
| 1053.0 grams | 94 % | |||||
| 1276.0 grams | 93 % | |||||
| 1798.0 grams | 91 % | |||||
| 2058.0 grams | 89 % | |||||
| 2675.0 grams | 86 % | |||||
| 485.9 grams | ||||||
| 15.2 grams | 83 % | |||||
| 34.1 grams | 80 % | |||||
| 51.7 grams | 77 % | |||||
| 73.9 grams | 73 % | |||||
| 116.8 grams | 65 % | |||||
| 173.4 grams | 55 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/6/2024 ✔