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22210_New_]PCP_Template (2018) <br /> File Name:C:\Users\meroj\Documents\22210 US 287 Passing Lanes Lamar to Eads\22210_New_JPCP_Template(2018).dgpx <br /> Layer 3 Subgrade : A-2-4 <br /> Unbound Sieve <br /> Layer thickness(in) Semi-infinite ` <br /> Liquid Limit 14.0 <br /> Poisson's ratio 0.35 <br /> Coefficient of lateral earth pressure (k0) 0.5 Plasticity Index 2.0 <br /> Is layer compacted? False <br /> Modulus (Input Level: 2) Is User <br /> Analysis Type: Modify input values by <br /> Defined? Value <br /> tem erature/moisture Maximum dry unit weight(pcf) False 124 <br /> Method: Resilient Modulus (psi) Saturated hydraulic conductivity <br /> (fUhr False 5.854e-04 <br /> Resilient Modulus (psi) Specific gravity of solids False 2.7 <br /> 21500.0 <br /> Water Content(%) False 9 <br /> Use Correction factor for NDT modulus? - <br /> NDT Correction Factor: _ User-defined Soil Water Characteristic Curve <br /> SWCC <br /> Identifiers Is User Defined? False <br /> of 19.5043 <br /> Field Value bf 0.6439 <br /> Display name/identifier A-2-4 cf 3.0636 <br /> h r 189.6000 <br /> Description of object Default material <br /> Sieve Size % Passing <br /> Author AASHTO 0.001 mm <br /> Date Created 1/1/2011 12:00:00 AM 0.002mm <br /> Approver 0.020mm <br /> Date approved 1/1/2011 12:00:00 AM #200 22.4 <br /> State #100 <br /> District #80 42.3 <br /> County #60 <br /> Highway #50 <br /> Direction of Travel #40 67.2 <br /> From station (miles) #30 <br /> To station (miles) #20 <br /> Province #16 <br /> User defined field 1 #10 82.5 <br /> User defined field 2 #8 <br /> User defined field 3 #4 87.2 <br /> Revision Number 7 3/8-in. 91.6 <br /> 1/2-in. 93.5 <br /> 3/4-in. 95.9 <br /> 1-in. 97.2 <br /> 1 1/2-in. 98.5 <br /> 2-in. 99.0 <br /> 2 1/2-in. <br /> 3-in. <br /> 3 1/2-in. 199.6 <br /> Report generated on: Version:2.3.1- Createdby' Approved by: Page 13 of 14 <br /> 5/13/2019 9:03 AM hotfix- on:8/5/2016 12:00 AM on:8/5/2016 12:00 AM <br />