2022-02-28_PERMIT FILE - M2022003

• Permit No: M2022003
• IBM Index Class Name: Permit File
• Doc Date: 2/28/2022
• Doc Name: Adequacy Review Response
• From: CRCC
• To: DRMS
• Email Name: RAR
• Email Name: JLE
• Media Type: D
• Archive: No

22210_New_JPCP_Template (2018)
File Name:C:\Users\meroJ\Documents\22210 US 287 Passing Lanes Lamar to Eads\22210_New_JPCP_Template(2018).dgpx
Layer 2 Non-stabilized Base : Crushed gravel
Unbound Sieve
Layer thickness (in) 6.0
Poisson's ratio 0.35
Liquid Limit 6.0
Coefficient of lateral earth pressure (k0) 0.5 Plasticity Index 1.0
Is layer compacted? False
Modulus (Input Level: 3) Is User
Analysis Type: Modify input values by
Defined? Value
tem erature/moisture Maximum dry unit weight(pcf) False 127.2
Method: Resilient Modulus (psi) Saturated hydraulic conductivity
ft/hr False 5.054e-02
Resilient Modulus (psi) Specific gravity of solids False 2.7
25000.0
Water Content(%) False 7.4
Use Correction factor for NDT modulus? -
NDT Correction Factor: _ User-defined Soil Water Characteristic Curve
SWCC
Identifiers Is User Defined? False
of 7.2555
Field Value bf 1.3328
Display name/identifier Crushed gravel cf 0.8242
h r 1117.4000
Description of object Default material
Sieve Size % Passing
Author AASHTO 0.001 mm
Date Created 1/1/2011 12:00:00 AM 0.002mm
Approver 0.020mm
Date approved 1/1/2011 12:00:00 AM #200 8.7
State #100
District #80 12.9
County #60
Highway #50
Direction of Travel #40 20.0
From station (miles) #30
To station (miles) #20
Province #16
User defined field 1 #10 33.8
User defined field 2 #8
User defined field 3 #4 44.7
Revision Number 45 3/8-in. 57.2
1/2-in. 63.1
3/4-in. 72.7
1-in. 78.8
1 1/2-in. 85.8
2-in. 91.6
2 1/2-in.
3-in.
3 1/2-in. 197.6
Report generated on: Version:2.3.1- Createdby: Approved by'
5/13/2019 9:03 AM hotfix- on:8/5/2016 12:00 AM on:8/5/2016 12:00 AM Page 12 of 14