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 |
|---|---|---|---|
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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 ✔