Summary for Test 2023-03-24-43-2
Test performed: CTM 204-June 2010Project Information
Project Identifiers | Project ID: 993798 DEA: 09366801 EFIS: 0916000021 |
---|---|
DIST-CO-RTE-PM | 09-INY-395-117.3/117.9 |
Award Date | Not set |
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 | 03/24/2023 | Sample Unique Key | 43 |
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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 | 03/30/2023 |
Sample type | Preliminary | A brief description of the sample | Native Soil 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 | 2913 | 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 |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Soil Sample 01 |
---|---|---|---|
The fabricator/manufacturer designation for the sample | HA-1 1 foot depth | A detailed description of where the material sample was collected | Shoulder at 1 foot in depth |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-03-24-43
DIME Test ID: 2023-03-24-43-2
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: 16 g
Weight of water content (measure 1): 3.5 g
Weight of water content (measure 2): 3.8 g
Weight of water content (measure 3): 4.6 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): 21
Number of shocks to close the groove (measure 3): 16
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): 21.9 %
Percent moisture (measure 2): 23.8 %
Percent moisture (measure 3): 28.7 %
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 ✔