Summary for Test 2023-03-24-43-2

Test performed: CTM 204-June 2010

Project Information

Project IdentifiersProject ID: 993798
DEA: 09366801
EFIS: 0916000021
DIST-CO-RTE-PM09-INY-395-117.3/117.9
Award DateNot set
Closeout DateNot set
Work DescriptionMEADOW FARMS ADA
Location DescriptionINYO COUNTY NEAR BISHOP FROM 0.1 MILE EAST OF SEE VEE LANE TO BARLOW LANE
QA Service Level1 (Verified on 08/14/2023)

Sample Information

Sample Taken Date03/24/2023 Sample Unique Key43
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 testing03/30/2023
Sample typePreliminary A brief description of the sampleNative Soil 1'
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byBrian Last name of sampler or witnessed byCook
Title of samplerCivil Engineer Telephone number of sampler
Laboratory sample identification2913 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCaltrans Right of Way Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleSoil Sample 01
The fabricator/manufacturer designation for the sampleHA-1 1 foot depth A detailed description of where the material sample was collectedShoulder 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