Summary for Test 2024-03-14-64-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000130 DEA: 021J3504 EFIS: 0220000061 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-29-41.1/55.3 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Diddy Roost Culverts - Drainage System Restoration |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/24/2024) |
Sample Information
| Sample Taken Date | 03/14/2024 | Sample Unique Key | 64 |
|---|---|---|---|
| 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 | 03/19/2024 |
| Sample type | Preliminary | A brief description of the sample | 1 bag of Soil |
| The quantity of what the sample constitutes | Soil for use in Embankment | From where was the sample collected | Source |
| First name of sampler or witnessed by | Scott | Last name of sampler or witnessed by | Lewis |
| Title of sampler | Senior Engineering Geologist | Telephone number of sampler | |
| Laboratory sample identification | D79447 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In situ | Transportation Laboratory (TL) Number | |
| 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 | Embankment near culvert outlet at south side, 02-Sha-299-41.17, 0 - 0.7 ft depth. | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-03-14-64
DIME Test ID: 2024-03-14-64-1
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: 2024-04-25
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: Dennis Hickey
Date of test: 04/16/2024
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 10691 grams | ||||||
| 0.1 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 90.0 grams | 99 % | |||||
| 1045.0 grams | 90 % | |||||
| 1555.0 grams | 85 % | |||||
| 2256.0 grams | 79 % | |||||
| 2694.0 grams | 75 % | |||||
| 3750.0 grams | 65 % | |||||
| 490.5 grams | ||||||
| 66.6 grams | 56 % | |||||
| 132.5 grams | 47 % | |||||
| 186.7 grams | 40 % | |||||
| 231.6 grams | 34 % | |||||
| 269.0 grams | 29 % | |||||
| 303.0 grams | 25 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/25/2024 ✔