Summary for Test 2020-03-13-12-2

Test performed: CTM 204-June 2010

Project Information

Project IdentifiersProject ID: 214817
DEA: 051H2304
EFIS: 0516000042
DIST-CO-RTE-PM05-MON-218-R0.2/L0.9
Award Date11/08/2022
Closeout DateNot set
Work DescriptionCONSTRUCT CURB RAMPS AND SIDEWALK, MODIFY SIGNAL AND LIGHTING SYSTEMS.
Location DescriptionMONTEREY COUNTY IN SEASIDE FROM DEL MONTE BOULEVARD TO FREMONT BOULEVARD
QA Service Level1 (Verified on 08/31/2020)

Sample Information

Sample Taken Date03/13/2020 Sample Unique Key12
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 testing03/16/2020
Sample typePreliminary A brief description of the sampleNative Soil
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byJacob Last name of sampler or witnessed byBerven
Title of sampler Telephone number of sampler
Laboratory sample identification20-D-011 Linked DIME Sample ID
The fabricator/manufacturer/facility nameEarth 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 sampleUnknown
The fabricator/manufacturer designation for the sampleUnknown A detailed description of where the material sample was collectedWB Shoulder
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2020-03-13-12
DIME Test ID: 2020-03-13-12-2
Testing Lab: CT D05 - San Luis Obispo District 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: 2020-04-01

Test Results


The test method used?: Liquid Limit-Method A
Input Type: Calculated
Tester's full name: E. Atkins
Date of test: 03/24/2020
Liquid Limit (LL): 36 %
Weight of oven-dried soil: 0 g
Weight of water content (measure 1): 26.4 g
Weight of water content (measure 2): 26.38 g
Weight of water content (measure 3): 26.88 g
Weight of water content (measure 4): no data g
Weight of water content (measure 5): no data g
Weight of water content (measure 6): no data g
Weight of water content (measure 7): no data g
Weight of water content (measure 8): no data g
Number of shocks to close the groove (measure 1): 35
Number of shocks to close the groove (measure 2): 30
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): 35.2 %
Percent moisture (measure 2): 35.5 %
Percent moisture (measure 3): 37 %
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 4/1/2020