Summary for Test 2023-03-30-60-3
Test performed: CTM 204-June 2010Project Information
| Project Identifiers | Project ID: 993798 DEA: 09366804 EFIS: 0916000021 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-117.3/117.9 |
| Award Date | 04/03/2025 |
| Closeout Date | Not set |
| Work Description | MEADOW FARMS ADA |
| Location Description | INYO COUNTY NEAR BISHOP FROM 0.1 MILE EAST OF SEE VEE LANE TO BARLOW LANE |
| QA Service Level | 1 (Verified on 08/14/2023) |
Sample Information
| Sample Taken Date | 03/30/2023 | Sample Unique Key | 60 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/30/2023 | Sample type | Preliminary |
| A brief description of the sample | Native Soil Sample 1' | The quantity of what the sample constitutes | 1 bag |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Brian |
| Last name of sampler or witnessed by | Cook | Title of sampler | Civil Engineer |
| Telephone number of sampler | Laboratory sample identification | 2914 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Caltrans Right of Way | |
| 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 | Meadow Farms |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | HA-2 1 Foot Depth | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-03-30-60
DIME Test ID: 2023-03-30-60-3
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Test Release Date: 2023-04-13
Test Results
The test method used?: Liquid Limit-Method A
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 04/13/2023
Liquid Limit (LL): 25 %
Weight of oven-dried soil: 22 g
Weight of water content (measure 1): 4.9 g
Weight of water content (measure 2): 5.9 g
Weight of water content (measure 3): 6.5 g
Weight of water content (measure 4): no data
Weight of water content (measure 5): no data
Weight of water content (measure 6): no data
Weight of water content (measure 7): no data
Weight of water content (measure 8): no data
Number of shocks to close the groove (measure 1): 33
Number of shocks to close the groove (measure 2): 20
Number of shocks to close the groove (measure 3): 15
Number of shocks to close the groove (measure 4): no data
Number of shocks to close the groove (measure 5): no data
Number of shocks to close the groove (measure 6): no data
Number of shocks to close the groove (measure 7): no data
Number of shocks to close the groove (measure 8): no data
Percent moisture (measure 1): 22.3 %
Percent moisture (measure 2): 26.8 %
Percent moisture (measure 3): 29.5 %
Percent moisture (measure 4): no data
Percent moisture (measure 5): no data
Percent moisture (measure 6): no data
Percent moisture (measure 7): no data
Percent moisture (measure 8): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/13/2023 ✔