DIME - Test Summary

Summary for Test 2023-03-30-62-3

Test performed: CTM 204-June 2010

Sample Taken Date	03/30/2023	Sample Unique Key	62
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 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	TE Civil	Telephone number of sampler
Laboratory sample identification	2916	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 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-3 1 foot Depth
Where the material sample would have been placed if not sampled

DIME Sample ID: 2023-03-30-62

DIME Test ID: 2023-03-30-62-3

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

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): 26 %

Weight of oven-dried soil: 19.7 g

Weight of water content (measure 1): 4.1 g

Weight of water content (measure 2): 5 g

Weight of water content (measure 3): 5.8 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): 26

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): 20.8 %

Percent moisture (measure 2): 25.4 %

Percent moisture (measure 3): 29.4 %

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 ✔