{"text_format":"1","workbook":"xlsx","n_sheets":18,"sheets":["Error_Check","Main","PDF","SPT","SPT_Calcs","For HR","Design_Stress","Design_Stress_Calcs","Side","Side_Calcs","Tip_WR","Tip_Clay","Tip_Sand","Tip_HR_GSI","Tip_HR_GSI (Socket)","Tip_Calcs","Dev_Res","Menus_and_Boxes"],"not_rendered":{"charts":10,"images":35,"macros":1,"external_links":0,"defined_names":199,"comments":2,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900"}

{"sheet":"Error_Check","index":0,"n_rows":29,"n_cols":14,"rows_kept":29,"cut":false,"hidden":false,"merged":[[5,13,6,13],[17,7,18,7],[17,8,18,8],[17,6,18,6],[17,9,18,9],[17,10,18,10],[5,9,6,9],[5,7,6,7],[5,10,6,10],[5,11,6,11],[5,12,6,12],[18,12,19,12],[18,13,19,13],[0,1,0,2],[2,1,2,5],[5,5,6,5],[5,6,6,6],[5,8,6,8]]}
[null,"Input Sheet Error Check"]
[]
[null,"Check to make sure that all data has been entered into the spreadsheet."]
[]
[null,null,"Input OK?","Errors",null,"Side Resistance Input Check"]
[null,"Bottom of Cap (BOC) Elevation :",{"$f":"BOC<>\"\"","v":false},null,null,"Layer No.","Layer\nUsed?","hard rock\n?","Elevation Entered?","Unit Weight?","N Entered?","GSI Entered?","q Entered?","E,v\nEntered?"]
[null,"Top of Drilled Pier/Bottom of Column Elevation :",{"$f":"TOP<>\"\"","v":false}]
[null,"Natural Ground / Finished Grade Elevation :",{"$f":"NG<>\"\"","v":false},null,null,1,{"$f":"Material_1<>\"\"","v":false},{"$f":"Material_1=\"Hard Rock\"","v":false},{"$f":"Bottom_1<>\"\"","v":false},{"$f":"gamma_1<>\"\"","v":false},{"$f":"AND(N_1<>\"\",Main!BU40<>\"\")","v":false},{"$f":"Main!CG40<>\"\"","v":false},{"$f":"Main!CM40<>\"\"","v":false}]
[null,"Groundwater Table (GWT) Elevation :",{"$f":"GWT<>\"\"","v":false},{"$f":"COUNTIF(C6:C12,FALSE)","v":6},null,2,{"$f":"Material_2<>\"\"","v":false},{"$f":"Material_2=\"Hard Rock\"","v":false},{"$f":"Bottom_2<>\"\"","v":false},{"$f":"gamma_2<>\"\"","v":false},{"$f":"AND(N_2<>\"\",Main!BU41<>\"\")","v":false},{"$f":"Main!CG41<>\"\"","v":false},{"$f":"Main!CM41<>\"\"","v":false}]
[null,"Design Scour (DSE) Elevation :",{"$f":"DSE<>\"\"","v":false},null,null,3,{"$f":"Material_3<>\"\"","v":false},{"$f":"Material_3=\"Hard Rock\"","v":false},{"$f":"Bottom_3<>\"\"","v":false},{"$f":"gamma_3<>\"\"","v":false},{"$f":"AND(N_3<>\"\",Main!BU42<>\"\")","v":false},{"$f":"Main!CG42<>\"\"","v":false},{"$f":"Main!CM42<>\"\"","v":false}]
[null,"Bottom of Permanent Casing Elevation :",{"$f":"Casing_Elev<>\"\"","v":true},null,null,4,{"$f":"Material_4<>\"\"","v":false},{"$f":"Material_4=\"Hard Rock\"","v":false},{"$f":"Bottom_4<>\"\"","v":false},{"$f":"gamma_4<>\"\"","v":false},{"$f":"AND(N_4<>\"\",Main!BU43<>\"\")","v":false},{"$f":"Main!CG43<>\"\"","v":false},{"$f":"Main!CM43<>\"\"","v":false}]
[null,"Drilled Pier Tip Elevation :",{"$f":"TIP<>\"\"","v":false},null,null,5,{"$f":"Material_5<>\"\"","v":false},{"$f":"Material_5=\"Hard Rock\"","v":false},{"$f":"Bottom_5<>\"\"","v":false},{"$f":"gamma_5<>\"\"","v":false},{"$f":"AND(N_5<>\"\",Main!BU44<>\"\")","v":false},{"$f":"Main!CG44<>\"\"","v":false},{"$f":"Main!CM44<>\"\"","v":false}]
[null,"SPT Hammer Energy Efficiency Rating (ER) :",{"$f":"H_Eff<>\"\"","v":false},{"$f":"COUNTIF(C13:C14,FALSE)","v":1},null,6,{"$f":"Material_6<>\"\"","v":false},{"$f":"Material_6=\"Hard Rock\"","v":false},{"$f":"Bottom_6<>\"\"","v":false},{"$f":"gamma_6<>\"\"","v":false},{"$f":"AND(N_6<>\"\",Main!BU45<>\"\")","v":false},{"$f":"Main!CG45<>\"\"","v":false},{"$f":"Main!CM45<>\"\"","v":false}]
[null,"Unit Weight of Water (gw) :",{"$f":"gamma_w<>\"\"","v":true},null,null,7,{"$f":"Material_7<>\"\"","v":false},{"$f":"Material_7=\"Hard Rock\"","v":false},{"$f":"Bottom_7<>\"\"","v":false},{"$f":"gamma_7<>\"\"","v":false},{"$f":"AND(N_7<>\"\",Main!BU46<>\"\")","v":false},{"$f":"Main!CG46<>\"\"","v":false},{"$f":"Main!CM46<>\"\"","v":false}]
[null,"Unit Weight of Concrete (gc) :",{"$f":"gamma_c<>\"\"","v":true},null,null,8,{"$f":"Material_8<>\"\"","v":false},{"$f":"Material_8=\"Hard Rock\"","v":false},{"$f":"Bottom_8<>\"\"","v":false},{"$f":"gamma_8<>\"\"","v":false},{"$f":"AND(N_8<>\"\",Main!BU47<>\"\")","v":false},{"$f":"Main!CG47<>\"\"","v":false},{"$f":"Main!CM47<>\"\"","v":false}]
[null,"Compressive Strength of Concrete (f'c) :",{"$f":"f_c<>\"\"","v":true},null,null,"TIP",{"$f":"Tip_Material<>\"\"","v":false},{"$f":"Tip_Material=\"Hard Rock\"","v":false},{"$f":"Main!AJ48<>\"\"","v":false},{"$f":"gamma_TIP<>\"\"","v":false},{"$f":"AND(N_TIP<>\"\",Main!BU48<>\"\")","v":false},{"$f":"Main!CG48<>\"\"","v":false},{"$f":"Main!CM48<>\"\"","v":false},{"$f":"AND(Main!CU48,Main!DC48<>\"\")","v":false}]
[null,"Maximum Factored Axial Load (Pr) :",{"$f":"Pr<>\"\"","v":false},{"$f":"COUNTIF(C15:C20,FALSE)","v":4}]
[null,"Number of Piers per Bent :",{"$f":"Main!AU23<>\"\"","v":false},null,null,null,"Layer No.","Elevations\n?","Unit Wts\n?","N Values\n?","GSI, q, E ?",null,"Side Resistance for HR"]
[null,"Diameter of Column (d_Column) :",{"$f":"d_column<>\"\"","v":false},null,null,null,null,null,null,null,null,null,"Layer No.","Equation Selected?"]
[null,"Diameter of Drilled Pier (d_DP) :",{"$f":"d_DP<>\"\"","v":false},null,null,null,1,{"$f":"G8=I8","v":true},{"$f":"G8=J8","v":true},{"$f":"OR(G8=FALSE,AND(G8=TRUE,H8=FALSE,K8=TRUE),H8=TRUE)","v":true},{"$f":"OR(G8=FALSE,AND(G8=TRUE,H8=FALSE),AND(G8=TRUE,H8=TRUE,L8=TRUE,M8=TRUE))","v":true}]
[null,"Side Resistance Layer Inputs :",{"$f":"SUM(H29:K29)=0","v":true},null,null,null,2,true,{"$f":"G9=J9","v":true},{"$f":"OR(G9=FALSE,AND(G9=TRUE,H9=FALSE,K9=TRUE),H9=TRUE)","v":true},{"$f":"OR(G9=FALSE,AND(G9=TRUE,H9=FALSE),AND(G9=TRUE,H9=TRUE,L9=TRUE,M9=TRUE))","v":true},null,1,{"$f":"OR(AND(Side_Calcs!C64<>\"\",Side_Calcs!F64<>0),AND(Side_Calcs!C64=\"\",Side_Calcs!F64=0))","v":true}]
[null,"Tip Material :",{"$f":"Tip_Material<>\"\"","v":false},{"$f":"COUNTIF(C21:C24,FALSE)","v":3},null,null,3,true,true,true,true,null,2,{"$f":"OR(AND(Side_Calcs!C65<>\"\",Side_Calcs!F65<>0),AND(Side_Calcs!C65=\"\",Side_Calcs!F65=0))","v":true}]
[null,"Tip Material Unit Weight :",{"$f":"gamma_TIP<>\"\"","v":false},null,null,null,4,true,true,true,true,null,3,{"$f":"OR(AND(Side_Calcs!C66<>\"\",Side_Calcs!F66<>0),AND(Side_Calcs!C66=\"\",Side_Calcs!F66=0))","v":true}]
[null,"Tip N value or qu value :",{"$f":"OR(AND(Tip_Material<>\"Hard Rock\",N_TIP<>\"\"),AND(Tip_Material=\"Hard Rock\",qu_tip<>\"\"))","v":false},null,null,null,5,true,true,true,true,null,4,{"$f":"OR(AND(Side_Calcs!C67<>\"\",Side_Calcs!F67<>0),AND(Side_Calcs!C67=\"\",Side_Calcs!F67=0))","v":true}]
[null,"Bottom of last soil layer equals drilled pier tip :",{"$f":"ISNUMBER(MATCH(TIP,Main!AS40:AS47,0))","v":false},{"$f":"IF(C25=FALSE,1,0)","v":1},null,null,6,true,true,true,true,null,5,{"$f":"OR(AND(Side_Calcs!C68<>\"\",Side_Calcs!F68<>0),AND(Side_Calcs!C68=\"\",Side_Calcs!F68=0))","v":true}]
[null,"Total Number of Input Errors :",{"$f":"COUNTIF(C6:C25,FALSE)","v":15},null,null,null,7,true,true,true,true,null,6,{"$f":"OR(AND(Side_Calcs!C69<>\"\",Side_Calcs!F69<>0),AND(Side_Calcs!C69=\"\",Side_Calcs!F69=0))","v":true}]
[null,null,null,null,null,null,8,true,true,true,true,null,7,{"$f":"OR(AND(Side_Calcs!C70<>\"\",Side_Calcs!F70<>0),AND(Side_Calcs!C70=\"\",Side_Calcs!F70=0))","v":true}]
[null,null,null,null,null,null,"TIP",true,{"$f":"G16=J16","v":true},{"$f":"OR(G16=FALSE,AND(G16=TRUE,H16=FALSE,K16=TRUE),H16=TRUE)","v":true},{"$f":"OR(G16=FALSE,AND(G16=TRUE,H16=FALSE),AND(G16=TRUE,H16=TRUE,L16=TRUE,M16=TRUE,N16=TRUE))","v":true},null,8,{"$f":"OR(AND(Side_Calcs!C71<>\"\",Side_Calcs!F71<>0),AND(Side_Calcs!C71=\"\",Side_Calcs!F71=0))","v":true}]
[null,null,null,null,null,null,"Errors",{"$f":"COUNTIF(H20:H28,FALSE)","v":0},{"$f":"COUNTIF(I20:I28,FALSE)","v":0},0,0,null,"Errors",{"$f":"COUNTIF(N21:N28,FALSE)","v":0}]

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[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY"]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:"]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STATION:"]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,null,null,null,null,"PAGE:",null,null,null,null,null,null,1,null,null,"OF",null,null,null,{"$f":"IF(ISERROR(Tip_Calcs!$D$37),\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,"Elevations",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Pr =",null,null,null,null,{"$f":"FIXED(Pr,0,FALSE) & \" kips\"","v":"0 kips"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"\"Elev = \" & FIXED(BOC,2,FALSE) & \" ft\"","v":"Elev = 0.00 ft"}]
[null,null,null,"Bottom of Cap (BOC) Elevation =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ft"]
[null,null,null,"Top of Pier/Bottom of Column Elevation =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ft"]
[null,null,null,"Natural Ground / Finished Grade Elevation =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ft",null,null,null,null,null,null,null,null,null,{"$f":"d_column & \" inch diameter Column\"","v":" inch diameter Column"}]
[null,null,null,"Groundwater Table (GWT) Elevation =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ft",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"L_column & \" ft\"","v":"0 ft"}]
[null,null,null,"Design Scour (DSE) Elevation =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ft"]
[null,null,null,"Amount of Contraction Scour (from BSR) =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ft"]
[null,null,null,"Is Permanent Casing Required?"]
[null,null,null,"Bottom of Permanent Casing Elevation =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"N/A",null,null,null,null,null,null,null,null,null,"ft",null,null,null,{"$f":"\"Elev = \" & FIXED(TOP,2,FALSE) & \" ft\"","v":"Elev = 0.00 ft"}]
[null,null,null,"Drilled Pier Tip Elevation =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"L_column+ L_DP & \" ft\"","v":"0 ft"}]
[null,null,null,"Drilled Pier Information"]
[]
[null,null,null,null,"Maximum Factored Axial Load (Pr) =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"kips",null,null,null,null,null,null,null,null,{"$f":"d_DP & \" inch diameter Drilled Pier\"","v":" inch diameter Drilled Pier"}]
[null,null,null,null,"Number of Drilled Piers per Bent =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"L_DP & \" ft\"","v":"0 ft"}]
[null,null,null,"Diameter of Column (dColumn) =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"in"]
[null,null,null,"Diameter of Drilled Pier (dDP) =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"in"]
[null,null,null,"Unit Weight of Concrete (gc) =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.15,null,null,null,null,null,null,null,null,null,"kcf"]
[null,null,null,"Compressive Strength of Concrete (f'c) =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,4.5,null,null,null,null,null,null,null,null,null,"ksi"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"\"Elev = \" & FIXED(TIP,2,FALSE) & \" ft\"","v":"Elev = 0.00 ft"}]
[null,null,null,"Subsurface Information and Soil/Rock Layer Properties"]
[]
[null,null,null,"internally calculate N160 values at midpoint of each layer :"]
[]
[null,null,"Subsurface Boring Name / ID No. ="]
[null,null,"SPT Hammer Energy Efficiency Rating (ER) =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"%"]
[null,null,"Top of Boring (Collar) Elevation =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"N/A",null,null,null,null,null,null,null,null,null,"ft",null,null,null,null,null,null,null,null,null,null,null,null,"Calculate GSI using RQD values :\n(Use if GSI is not shown on boring)      "]
[null,null,"Depth to Groundwater Table (for actual boring) =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"N/A",null,null,null,null,null,null,null,null,null,"ft"]
[]
[null,null,null,"Layer\nNo.",null,null,null,null,null,"Material Description",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Layer Elevations",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total\ng\n(kcf)",null,null,null,null,null,null,"N\n(bpf)",null,null,null,null,null,"N60\n(bpf)",null,null,null,null,null,"N160\n(bpf)",null,null,null,null,null,"RQD\n(%)",null,null,null,null,null,"(2)\nGSI",null,null,null,null,null,"qu\n(ksf)",null,null,null,null,null,null,null,"Ei\n(ksi)",null,null,null,null,null,null,null,"v"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Top(1)\n(ft)",null,null,null,null,null,null,null,null,"Bottom\n(ft)"]
[null,null,null,1,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SPT_Calcs!D12","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SPT_Calcs!G25","v":""}]
[null,null,null,2,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SPT_Calcs!D13","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SPT_Calcs!G26","v":""}]
[null,null,null,3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SPT_Calcs!D14","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SPT_Calcs!G27","v":""}]
[null,null,null,4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SPT_Calcs!D15","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SPT_Calcs!G28","v":""}]
[null,null,null,5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SPT_Calcs!D16","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SPT_Calcs!G29","v":""}]
[null,null,null,6,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SPT_Calcs!D17","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SPT_Calcs!G30","v":""}]
[null,null,null,7,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SPT_Calcs!D18","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SPT_Calcs!G31","v":""}]
[null,null,null,8,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SPT_Calcs!D19","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SPT_Calcs!G32","v":""}]
[null,null,null,"TIP (3)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(TIP=\"\",\"\",TIP)","v":""},null,null,null,null,null,null,null,null,{"$f":"IF(TIP=\"\",\"\",AJ48-2*(d_DP/12))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SPT_Calcs!G33","v":""}]
[]
[]
[null,null,null,"Notes"]
[null,null,{"$f":"\" 1.\"","v":" 1."},null,null,"Resistance from subsurface layers above the Bottom of Column Elevation, Drilled Pier Design Scour Elevation, and"]
[null,null,null,null,null,"Permanent Casing Elevation will be ignored."]
[null,null,{"$f":"\" 2.\"","v":" 2."},null,null,"Hard rock layers with poor or very poor quality rock mass (GSI < 30) will be modeled as weathered rock."]
[null,null,{"$f":"\" 3.\"","v":" 3."},null,null,"Input the subsurface information for the soil / rock at the base of the drilled pier to a distance of 2 pier diameters below"]
[null,null,null,null,null,"the base of the drilled pier."]
[]
[null,null,"DISCLAIMER: The application of this spreadsheet is the responsibility of the user. It is imperative that the user understands  the potential accuracy limitations and examines the reasonableness of the results with engineering knowledge and experience. There are no expressed or implied warranties."]
[]
[]
[]
[null,"Drilled Pier Axial Resistance Spreadsheet (LRFD) - Version 2025.01 (Last Update 10/08/2025)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Send Comments or Questions to",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gbodenheimer@ncdot.gov"]

{"sheet":"PDF","index":2,"n_rows":19,"n_cols":5,"rows_kept":19,"cut":false,"hidden":false,"merged":[]}
[null,null,"Print Area Name","Print Areas Used"]
["Side Calcs - Cohesive Soil ?",{"$f":"IF(ISERROR(MATCH(\"Cohesive Soil\",Side_Calcs!$M$6:$M$13,0)),\"No\",\"Yes\")","v":"No"},"Side_1",{"$f":"IF(B2=\"Yes\",C2,\"\")","v":""}]
["Side Calcs - Cohesionless Soil ?",{"$f":"IF(ISERROR(MATCH(\"Cohesionless Soil\",Side_Calcs!$M$6:$M$13,0)),\"No\",\"Yes\")","v":"No"},"Side_2",{"$f":"IF(B3=\"No\",\"\",IF(D2=\"\",C3,\", \"&C3))","v":""}]
["Side Calcs - Cohesive IGM ?",{"$f":"IF(ISERROR(MATCH(\"Cohesive IGM\",Side_Calcs!$M$6:$M$13,0)),\"No\",\"Yes\")","v":"No"},"Side_3",{"$f":"IF(B4=\"No\",\"\",IF(AND(D3=\"\",D2=\"\"),C4,\", \"&C4))","v":""}]
["Side Calcs - Rock/WR ?",{"$f":"IF(ISERROR(MATCH(\"Rock\",Side_Calcs!$M$6:$M$13,0)),\"No\",\"Yes\")","v":"No"},"Side_4",{"$f":"IF(B5=\"No\",\"\",IF(AND(D4=\"\",D3=\"\",D2=\"\"),C5,\", \"&C5))","v":""}]
[]
[null,"Print Area for PDF Report Side Calcs =",{"$f":"CONCATENATE(D2,D3,D4,D5)","v":""}]
[]
["Sheet Name","Include in Report?",null,"Array Name","Array Size"]
["Main","Yes",null,"Main",{"$f":"COUNTA(D10:D15)","v":4}]
["SPT",{"$f":"IF(SPT_Checkbox=TRUE,\"Yes\",\"No\")","v":"No"},null,"Design_Stress",65]
["For HR",{"$f":"IF(AND(Tip_Material = \"Hard Rock\",GSI_TIP>=Min_GSI), \"Yes\", \"No\")","v":"No"},null,"Side"]
["Design_Stress",{"$f":"IF(ISERROR(MATCH(\"Cohesionless Soil\",Side_Calcs!$M$6:$M$13,0)),\"No\",\"Yes\")","v":"No"},null,"Tip_WR"]
["Side","Yes"]
["Tip_Clay",{"$f":"IF(Tip_Calcs!$P$6=Menus_and_Boxes!$D$20,\"Yes\",\"No\")","v":"No"}]
["Tip_Sand",{"$f":"IF(OR(Tip_Calcs!$P$6=Menus_and_Boxes!$D$17,Tip_Calcs!$P$6=Menus_and_Boxes!$D$18,Tip_Calcs!$P$6=Menus_and_Boxes!$D$19),\"Yes\",\"No\")","v":"No"}]
["Tip_WR",{"$f":"IF(Tip_Calcs!$P$6=Menus_and_Boxes!$D$21,\"Yes\",\"No\")","v":"No"}]
["Tip_HR_GSI",{"$f":"IF(AND(Tip_Calcs!$P$6=Menus_and_Boxes!$D$22,Socket_Value=FALSE),\"Yes\",\"No\")","v":"No"}]
["Tip_HR_GSI (Socket)",{"$f":"IF(AND(Tip_Calcs!$P$6=Menus_and_Boxes!$D$22,Socket_Value=TRUE),\"Yes\",\"No\")","v":"No"}]

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[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"IF(PDF!$B$11=\"Yes\",\"1A\",\"1@\")","v":"1@"},null,null,"OF",null,null,null,{"$f":"IF(DA5=\"\",\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,"Correcting SPT Values for Hammer Efficiency and Overburden Pressure"]
[]
[null,null,null,null,null,"SPT-N Value Corrected for Hammer Efficiency, (N60)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"N60 = ","(ER/60%)(N)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.4.6.2.4-2"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"N60 = ","SPT blow count corrected for hammer efficiency (blows/ft)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ER =","hammer efficiency expressed as percent of theoretical free fall energy delivered by the hammer system"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"actually used. If ER is not known, use 80% for automatic hammers and 60% for drop hammers."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"N = ","uncorrected SPT blow count (blows/ft)"]
[]
[null,null,null,null,null,"SPT-N Value Corrected for Overburden Pressure, (N1)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"N1 = ","(CN)(N)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.4.6.2.4-1"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"N1 = ","SPT blow count corrected for overburden pressure (blows/ft)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CN =","correction factor = [0.77log10(40/s'v) < 2.0"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"s'v =","sv - m = effective vertical stress at the depth of the SPT-N value (ksf)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"sv =","total vertical stress at the depth of the SPT-N value (ksf)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"m =","total pore water pressure at the depth of the SPT-N value (ksf)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"N = ","uncorrected SPT blow count (blows/ft)"]
[]
[null,null,null,null,null,"SPT-N Value Corrected for both Overburden Pressure and Hammer Efficiency, (N160)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"N160 = ","(CN)(N)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.4.6.2.4-3"]
[]
[null,null,null,null,null,"Summary of Corrected N Values for Boring"]
[]
[null,null,null,"Top of Boring (Collar) Elevation =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Collar","v":"N/A"},null,null,null,null,null,null,null,null,"ft",null,null,null,"Depth to Groundwater Table =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"GWT_Depth","v":"N/A"},null,null,null,null,null,null,null,"ft"]
[null,null,null,"Hammer Efficiency (ER) =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"H_Eff","v":0},null,null,null,null,null,null,null,null,"%",null,null,null,"Unit Weight of Water =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"gamma_w","v":6.2399999999999997E-2},null,null,null,null,null,null,null,"kcf"]
[]
[null,null,null,"Layer\nNo.",null,null,null,null,null,"Layer Elevations",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"sv at\ntop\n(ksf)",null,null,null,null,null,null,null,"Dz\n(ft)",null,null,null,null,null,null,"Total\ng\n(kcf)",null,null,null,null,null,null,"sv at bottom\n(ksf)",null,null,null,null,null,null,null,"sv at midpoint\n(ksf)",null,null,null,null,null,null,null,"zwater\n(ft)",null,null,null,null,null,null,"m at midpoint\n(ksf)",null,null,null,null,null,null,null,"s'vo at midpoint\n(ksf)",null,null,null,null,null,null,null,"N\n(bpf)",null,null,null,null,null,"N60\n(bpf)",null,null,null,null,null,"CN",null,null,null,null,null,"N160\n(bpf)"]
[null,null,null,null,null,null,null,null,null,"Top\n(ft)",null,null,null,null,null,null,null,null,"Bottom\n(ft)"]
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[null,null,null,{"$f":"SPT_Calcs!B20","v":"TIP"},null,null,null,null,null,{"$f":"SPT_Calcs!D20","v":""},null,null,null,null,null,null,null,null,{"$f":"SPT_Calcs!E20","v":""},null,null,null,null,null,null,null,null,{"$f":"SPT_Calcs!G20","v":""},null,null,null,null,null,null,null,{"$f":"SPT_Calcs!H20","v":0},null,null,null,null,null,null,{"$f":"SPT_Calcs!I20","v":0},null,null,null,null,null,null,{"$f":"SPT_Calcs!J20","v":""},null,null,null,null,null,null,null,{"$f":"SPT_Calcs!K20","v":""},null,null,null,null,null,null,null,{"$f":"SPT_Calcs!L20","v":{"$error":"#VALUE!"}},null,null,null,null,null,null,{"$f":"SPT_Calcs!N20","v":{"$error":"#VALUE!"}},null,null,null,null,null,null,null,{"$f":"SPT_Calcs!J33","v":""},null,null,null,null,null,null,null,{"$f":"SPT_Calcs!F33","v":""},null,null,null,null,null,{"$f":"SPT_Calcs!G33","v":""},null,null,null,null,null,{"$f":"SPT_Calcs!L33","v":""},null,null,null,null,null,{"$f":"SPT_Calcs!M33","v":""}]

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[null,"SPT N60 and N160 Calculations"]
[]
[null,"Initial Overburdan Pressure above the top of the first soil layer (if applicable) - Calculated from the Boring Collar Elevation"]
[]
[null,null,"Top of Boring (Collar) Elevation =",{"$f":"Collar","v":"N/A"},"ft","z =",{"$f":"IF(Collar-Top_1<=0,0,Collar-Top_1)","v":{"$error":"#VALUE!"}},"ft","sv =",{"$f":"G5*G6","v":{"$error":"#VALUE!"}},"ksf"]
[null,null,"Top of First Contributing Soil Layer =",{"$f":"Top_1","v":""},"ft","g =",{"$f":"0.12","v":0.12},"kcf"]
[]
[null,"Calculation of Total Vertical Stress  and Pore Water Pressure at the Midpoint of each Soil Layer",null,null,null,null,null,null,null,null,null,"GWT Elev of Boring =",{"$f":"Collar-GWT_Depth","v":{"$error":"#VALUE!"}},"ft"]
[]
[null,"Layer\nNo.","Soli Layer Information",null,null,null,"Total Stress",null,null,null,null,"Pore Water Pressure"]
[null,null,"Material\nDescription","Top\nElev.\n(ft)","Bottom\nElev.\n(ft)","Midpoint Elev.\n(ft)","svtop\n(svo)\n(ksf)","Dz\n(ft)","g\n(kcf)","svbottom\n(ksf)","sv_mid\n(ksf)","z\n(ft)","gw\n(kcf)","m\n(ksf)"]
[null,1,{"$f":"IF(Material_1=\"\",\"\",Material_1)","v":""},{"$f":"IF(AND(DSE=\"\",NG=\"\"),\"\",MIN(DSE,NG))","v":""},{"$f":"IF(Material_1=\"\",\"\",Bottom_1)","v":""},{"$f":"IF(C12=\"\",\"\",ROUND((D12+E12)/2,2))","v":""},{"$f":"IF(C12=\"\",\"\",J5)","v":""},{"$f":"IF(Material_1=\"\",0,Top_1-Bottom_1)","v":0},{"$f":"IF(Material_1=\"\",0,gamma_1)","v":0},{"$f":"IF(C12=\"\",\"\",G12+H12*I12)","v":""},{"$f":"IF($C12=\"\",\"\",AVERAGE(G12,J12))","v":""},{"$f":"IF(OR(C12=\"\",(Collar-GWT_Depth)<F12),0,IF(GWT_Depth=0,(Collar-F12),((Collar-GWT_Depth)-F12)))","v":{"$error":"#VALUE!"}},{"$f":"IF(OR(C12=\"\",L12=0),0,gamma_w)","v":{"$error":"#VALUE!"}},{"$f":"IF(L12=0,0,L12*gamma_w)","v":{"$error":"#VALUE!"}}]
[null,2,{"$f":"IF(Material_2=\"\",\"\",Material_2)","v":""},{"$f":"IF(Material_2=\"\",\"\",Bottom_1)","v":""},{"$f":"IF(Material_2=\"\",\"\",Bottom_2)","v":""},{"$f":"IF(C13=\"\",\"\",ROUND((D13+E13)/2,2))","v":""},{"$f":"IF(C13=\"\",\"\",J12)","v":""},{"$f":"IF(Material_2=\"\",0,Top_2-Bottom_2)","v":0},{"$f":"IF(Material_2=\"\",0,gamma_2)","v":0},"",{"$f":"IF($C13=\"\",\"\",AVERAGE(G13,J13))","v":""},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,3,{"$f":"IF(Material_3=\"\",\"\",Material_3)","v":""},{"$f":"IF(Material_3=\"\",\"\",Bottom_2)","v":""},{"$f":"IF(Material_3=\"\",\"\",Bottom_3)","v":""},"","",{"$f":"IF(Material_3=\"\",0,Top_3-Bottom_3)","v":0},{"$f":"IF(Material_3=\"\",0,gamma_3)","v":0},"","",{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,4,{"$f":"IF(Material_4=\"\",\"\",Material_4)","v":""},{"$f":"IF(Material_4=\"\",\"\",Bottom_3)","v":""},{"$f":"IF(Material_4=\"\",\"\",Bottom_4)","v":""},"","",{"$f":"IF(Material_4=\"\",0,Top_4-Bottom_4)","v":0},{"$f":"IF(Material_4=\"\",0,gamma_4)","v":0},"","",{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,5,{"$f":"IF(Material_5=\"\",\"\",Material_5)","v":""},{"$f":"IF(Material_5=\"\",\"\",Bottom_4)","v":""},{"$f":"IF(Material_5=\"\",\"\",Bottom_5)","v":""},"","",{"$f":"IF(Material_5=\"\",0,Top_5-Bottom_5)","v":0},{"$f":"IF(Material_5=\"\",0,gamma_5)","v":0},"","",{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,6,{"$f":"IF(Material_6=\"\",\"\",Material_6)","v":""},{"$f":"IF(Material_6=\"\",\"\",Bottom_5)","v":""},{"$f":"IF(Material_6=\"\",\"\",Bottom_6)","v":""},"","",{"$f":"IF(Material_6=\"\",0,Top_6-Bottom_6)","v":0},{"$f":"IF(Material_6=0,\"\",gamma_6)","v":""},"","",{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,7,{"$f":"IF(Material_7=\"\",\"\",Material_7)","v":""},{"$f":"IF(Material_7=\"\",\"\",Bottom_6)","v":""},{"$f":"IF(Material_7=\"\",\"\",Bottom_7)","v":""},"","",{"$f":"IF(Material_7=\"\",0,Top_7-Bottom_7)","v":0},{"$f":"IF(Material_7=\"\",0,gamma_7)","v":0},"","",{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,8,{"$f":"IF(Material_8=\"\",\"\",Material_8)","v":""},{"$f":"IF(Material_8=\"\",\"\",Bottom_7)","v":""},{"$f":"IF(Material_8=\"\",\"\",Bottom_8)","v":""},"","",{"$f":"IF(Material_8=\"\",0,Top_8-Bottom_8)","v":0},{"$f":"IF(Material_8=\"\",0,gamma_8)","v":0},"","",{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,"TIP",{"$f":"IF(Tip_Material=\"\",\"\",Tip_Material)","v":""},{"$f":"IF(Tip_Material=\"\",\"\",TIP)","v":""},{"$f":"IF(Tip_Material=\"\",\"\",Main!AS48)","v":""},"",{"$f":"IF(C20=\"\",\"\",MAX(J12:J19))","v":""},{"$f":"IF(Tip_Material=\"\",0,D20-E20)","v":0},{"$f":"IF(Tip_Material=\"\",0,gamma_TIP)","v":0},"","",{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[]
[null,"Calculation of Corrected N values for each Soil Layer"]
[]
[null,"Layer\nNo.","Material\nDescription","Top\nElev.\n(ft)","Bottom Elev.\n(ft)","SPT\nN\n(bpf)","SPT\nN60\n(bpf)","sv\n(ksf)","m\n(ksf)","s'v\n(ksf)","Raw\nCN\n(dim)","Corr.\nCN\n(dim)","SPT\nN160\n(bpf)"]
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[null,2,{"$f":"IF(Material_2=\"\",\"\",Material_2)","v":""},{"$f":"IF(Material_2=\"\",\"\",Bottom_1)","v":""},{"$f":"IF(Material_2=\"\",\"\",Bottom_2)","v":""},{"$f":"IF(C26=\"Hard Rock\",\"N/A\",IF(N_2=\"\",\"\",N_2))","v":""},{"$f":"IF(C26=\"Hard Rock\",\"\",IF(N_2=\"\",\"\",ROUND(N_2*H_Eff/60,0)))","v":""},{"$f":"K13","v":""},{"$error":"#VALUE!"},"","",{"$f":"IF(N_2=\"\",\"\",IF(K26>2,2,K26))","v":""},""]
[null,3,{"$f":"IF(Material_3=\"\",\"\",Material_3)","v":""},{"$f":"IF(Material_3=\"\",\"\",Bottom_2)","v":""},{"$f":"IF(Material_3=\"\",\"\",Bottom_3)","v":""},{"$f":"IF(C27=\"Hard Rock\",\"N/A\",IF(N_3=\"\",\"\",N_3))","v":""},{"$f":"IF(C27=\"Hard Rock\",\"\",IF(N_3=\"\",\"\",ROUND(N_3*H_Eff/60,0)))","v":""},"",{"$error":"#VALUE!"},"","",{"$f":"IF(N_3=\"\",\"\",IF(K27>2,2,K27))","v":""},""]
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[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"IF(PDF!B12=\"No\",SPT!$DA$5,1&CHAR(_xlfn.UNICODE(RIGHT(SPT!$DA$5,1))+1))","v":"1@"},null,null,"OF",null,null,null,{"$f":"IF(DA5=\"\",\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,"Selecting Design Properties for Hard Rock"]
[]
[null,null,null,"1.",null,null,"qu values for rock should be based on AASHTO Table 10.4.6.4-1 (which uses Point Load Index Testing) or actual values from Uniaxial Compressive Strength Testing. If neither of these options is available, the NCDOT Rock Core Database may be used to estimate compressive strength.\n"]
[]
[]
[null,null,null,"2.",null,null,"Ei and v values for rock should be based on AASHTO Tables C10.4.6.5-1, and 2 if lab test data is not available"]
[]
[null,null,null,"Unconfined Compressive Strength from Point Load Strength Index for Hard Rock",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Table C10.4.6.4-1"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,"Summary of Elastic Moduli for Intact Rock, Ei (modified by Kulhawy, 1978)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Table C10.4.6.5-1"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,"Summary of Poisson's Ratio for Intact Rock, v (modified by Kulhawy, 1978)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Table C10.4.6.5-2"]

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[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"1&CHAR(_xlfn.UNICODE(RIGHT('For HR'!$DA$5,1))+1)","v":"1A"},null,null,"OF",null,null,null,{"$f":"IF(DA5=\"\",\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,"Calculating Design Stresses for Drilled Piers based on Scour Prism used in FHWA GEC 010"]
[]
[null,null,null,null,null,"For analysis purposes, lower ground line to the contraction scour elevation (CSE) to account for contraction scour reported in the "]
[null,null,null,null,null,"bridge survey report."]
[]
[null,null,null,null,null,null,"-",null,"If the CSE is lower than or equal to the design scour elevation (DSE), consider all scour as contraction scour and lower the"]
[null,null,null,null,null,null,null,null,"ground line to the design scour elevation (DSE)."]
[null,null,null,null,null,null,"-",null,"If the CSE is higher than the DSE, consider the difference between the CSE and the DSE as local scour."]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Groundwater Elevation =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"GWT","v":0},null,null,null,null,null,null,null,null,"ft"]
[null,null,null,"Original Pre-Scour Streambed Elevation (Point A) =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"NG","v":0},null,null,null,null,null,null,null,null,"ft",null,null,null,null,null,null,null,null,null,null,null,null,null,"= Natural Ground / Finished Grade Elevation"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Amount of Contraction Scour =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"CS","v":0},null,null,null,null,null,null,null,null,"ft"]
[null,null,null,"Streambed Elevation after General Scour (Point B) =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"CSE","v":0},null,null,null,null,null,null,null,null,"ft",null,null,null,null,"= Point A - Contraction Scour ≥ Design Scour Elevation"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Amount of Local Scour (ys) =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!I8","v":0},null,null,null,null,null,null,null,null,"ft"]
[null,null,null,"Top of the embedded length of the drilled pier (Point C) =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"DSE","v":0},null,null,null,null,null,null,null,null,"ft",null,null,null,null,null,null,null,null,null,null,null,null,null,"= Design Scour Elevation"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1.5(ys) =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!I9","v":0},null,null,null,null,null,null,null,null,"ft"]
[null,null,null,"Elevation corresponding to a depth of 1.5(ys), (Point D) =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Point_D","v":0},null,null,null,null,null,null,null,null,"ft",null,null,null,null,null,null,null,null,null,null,null,null,null,"= Point C - 1.5ys"]
[]
[]
[null,null,null,null,{"$f":"\"Elev. = \" & FIXED(GWT,2) & \" ft\"","v":"Elev. = 0.00 ft"}]
[]
[]
[null,null,null,null,{"$f":"\"Elev. = \" & FIXED(NG,2) & \" ft\"","v":"Elev. = 0.00 ft"}]
[]
[null,{"$f":"\"Contraction Scour = \" & CS & \" ft\"","v":"Contraction Scour =  ft"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"W = 2ys =",null,null,null,null,null,null,null,null,null,{"$f":"2*AX21 &\" ft\"","v":"0 ft"}]
[]
[null,null,null,null,{"$f":"\"Elev. = \" & FIXED(NG-CS,2) & \" ft\"","v":"Elev. = 0.00 ft"}]
[null,null,null,{"$f":"IF(Design_Stress_Calcs!I4-Design_Stress_Calcs!I7<DSE,\"(Use Elev. = \" & FIXED(DSE,2) & \" ft)\",\"\")","v":""}]
[null,"Local Scour, ys =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"FIXED(AX21,2,FALSE) &\" ft\"","v":"0.00 ft"}]
[null,null,null,null,{"$f":"\"Elev. = \" & FIXED(DSE,2) & \" ft\"","v":"Elev. = 0.00 ft"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Design Scour Elevation (C)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1.5ys =",null,null,null,null,null,null,{"$f":"AX23 & \" ft\"","v":"0 ft"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"\"Elev. = \" & FIXED(Point_D,2) & \" ft\"","v":"Elev. = 0.00 ft"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Depth, z"]
[]
[]
[]
[]
[]
[null,"Adapted from FHWA GEC 010 Figure 13.18: Illustration of Scour Prism and Effects on Drilled Pier"]
[]
[null,null,null,"Per FHWA GEC 010 page 13-46, vertical stress along any depth of the drilled pier can be estimated as follows;"]
[]
[null,null,null,null,"1)",null,null,"At the top of the embedded drilled pier (Point C) the vertical stress is equal to zero."]
[]
[null,null,null,null,"2)",null,null,"At a depth of 1.5ys (Point D) or greater, assume the vertical stress is controlled by the streambed elevation (Point B)."]
[]
[null,null,null,null,"3)",null,null,"Assume a linear variation in vertical stress from 0 at Point C to the vertical stress value controlled by the streambed at Point D."]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"1&CHAR(_xlfn.UNICODE(RIGHT($DA$5,1))+1)","v":"1B"},null,null,"OF",null,null,null,{"$f":"IF(DA62=\"\",\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,null,null,"Soil Layer Profile and Effective Vertical Stress controlled by the streambed elevation (Point B)"]
[]
[null,null,null,null,null,null,null,"-",null,{"$f":"\"Assume the streambed elevation is equal to the contraction scour elevation (Elevation \" & FIXED(CSE,2) & \" ft).\"","v":"Assume the streambed elevation is equal to the contraction scour elevation (Elevation 0.00 ft)."}]
[]
[null,null,null,null,null,null,"Layer\nNo.",null,null,null,null,null,"Top",null,null,null,null,null,null,null,null,"Midpoint",null,null,null,null,null,null,null,null,"Bottom",null,null,null,null,null,null,null,null,"sv_top",null,null,null,null,null,null,null,null,"m_top",null,null,null,null,null,null,null,null,"s'v_top",null,null,null,null,null,null,null,null,"Dz",null,null,null,null,null,null,null,null,"g",null,null,null,null,null,null,null,null,"sv_bottom",null,null,null,null,null,null,null,null,"m_bottom",null,null,null,null,null,null,null,null,"s'v_bottom"]
[null,null,null,null,null,null,null,null,null,null,null,null,"(ft)",null,null,null,null,null,null,null,null,"(ft)",null,null,null,null,null,null,null,null,"(ft)",null,null,null,null,null,null,null,null,"(ksf)",null,null,null,null,null,null,null,null,"(ksf)",null,null,null,null,null,null,null,null,"(ksf)",null,null,null,null,null,null,null,null,"(ft)",null,null,null,null,null,null,null,null,"(kcf)",null,null,null,null,null,null,null,null,"(ksf)",null,null,null,null,null,null,null,null,"(ksf)",null,null,null,null,null,null,null,null,"(ksf)"]
[null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!B17","v":0},null,null,null,null,null,{"$f":"Design_Stress_Calcs!C17","v":0},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!E17","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!D17","v":""},null,null,null,null,null,null,null,null,0,null,null,null,null,null,null,null,null,0,null,null,null,null,null,null,null,null,0,null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!F17","v":0},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!G17","v":0.12},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!J17","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!P17","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!Q17","v":""}]
[null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!B18","v":1},null,null,null,null,null,{"$f":"Design_Stress_Calcs!C18","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!E18","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!D18","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!H18","v":""},null,null,null,null,null,null,null,null,{"$f":"IF(M72=\"\",\"\",Design_Stress_Calcs!P17)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!K18","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!F18","v":0},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!G18","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!J18","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!P18","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!Q18","v":""}]
[null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!B19","v":2},null,null,null,null,null,{"$f":"Design_Stress_Calcs!C19","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!E19","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!D19","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!H19","v":""},null,null,null,null,null,null,null,null,{"$f":"IF(M73=\"\",\"\",Design_Stress_Calcs!P18)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!K19","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!F19","v":0},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!G19","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!J19","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!P19","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!Q19","v":""}]
[null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!B20","v":3},null,null,null,null,null,{"$f":"Design_Stress_Calcs!C20","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!E20","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!D20","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!H20","v":""},null,null,null,null,null,null,null,null,{"$f":"IF(M74=\"\",\"\",Design_Stress_Calcs!P19)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!K20","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!F20","v":0},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!G20","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!J20","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!P20","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!Q20","v":""}]
[null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!B21","v":4},null,null,null,null,null,{"$f":"Design_Stress_Calcs!C21","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!E21","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!D21","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!H21","v":""},null,null,null,null,null,null,null,null,{"$f":"IF(M75=\"\",\"\",Design_Stress_Calcs!P20)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!K21","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!F21","v":0},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!G21","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!J21","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!P21","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!Q21","v":""}]
[null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!B22","v":5},null,null,null,null,null,{"$f":"Design_Stress_Calcs!C22","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!E22","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!D22","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!H22","v":""},null,null,null,null,null,null,null,null,{"$f":"IF(M76=\"\",\"\",Design_Stress_Calcs!P21)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!K22","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!F22","v":0},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!G22","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!J22","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!P22","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!Q22","v":""}]
[null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!B23","v":6},null,null,null,null,null,{"$f":"Design_Stress_Calcs!C23","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!E23","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!D23","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!H23","v":""},null,null,null,null,null,null,null,null,{"$f":"IF(M77=\"\",\"\",Design_Stress_Calcs!P22)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!K23","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!F23","v":0},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!G23","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!J23","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!P23","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!Q23","v":""}]
[null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!B24","v":7},null,null,null,null,null,{"$f":"Design_Stress_Calcs!C24","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!E24","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!D24","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!H24","v":""},null,null,null,null,null,null,null,null,{"$f":"IF(M78=\"\",\"\",Design_Stress_Calcs!P23)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!K24","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!F24","v":0},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!G24","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!J24","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!P24","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!Q24","v":""}]
[null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!B25","v":8},null,null,null,null,null,{"$f":"Design_Stress_Calcs!C25","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!E25","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!D25","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!H25","v":""},null,null,null,null,null,null,null,null,{"$f":"IF(M79=\"\",\"\",Design_Stress_Calcs!P24)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!K25","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!F25","v":0},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!G25","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!J25","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!P25","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!Q25","v":""}]
[]
[null,null,null,null,null,"Variation in Vertical Stress from Point C to Point D"]
[]
[null,null,null,null,null,null,null,"-",null,"Assume the top of the embedded drilled pier is equal to the design scour elevation."]
[null,null,null,null,null,null,null,"-",null,{"$f":"\"Vertical stress at elevation \"&DSE&\" ft (Point C) = 0 ksf\"","v":"Vertical stress at elevation  ft (Point C) = 0 ksf"}]
[null,null,null,null,null,null,null,"-",null,{"$f":"\"Assume a linear variation in vertical stress from 0 ksf at elevation \" & FIXED(DSE,2) & \" ft (Point C) to a stress value controlled by the\"","v":"Assume a linear variation in vertical stress from 0 ksf at elevation 0.00 ft (Point C) to a stress value controlled by the"}]
[null,null,null,null,null,null,null,null,null,{"$f":"\"elevation \" & FIXED(CSE,2) & \" ft (Point B) at the depth Point D, elevation \" & FIXED(Point_D,2) & \" ft.\"","v":"elevation 0.00 ft (Point B) at the depth Point D, elevation 0.00 ft."}]
[null,null,null,null,null,null,null,"-",null,{"$f":"IF(Point_D<TIP,\"Point D lies below the tip of the drilled pier,\",\"PointD lies within Soil Layer No.\"&Design_Stress_Calcs!C30)","v":"PointD lies within Soil Layer No.0"}]
[]
[null,null,null,null,null,null,"Point D\nElevation",null,null,null,null,null,null,null,null,{"$f":"IF(Point_D<=TIP,\"Tip Elev.\",\"Top of Layer \" & Design_Stress_Calcs!C30)","v":"Tip Elev."},null,null,null,null,null,null,null,null,null,"sv at",null,null,null,null,null,null,null,null,null,{"$f":"IF(Point_D<=TIP,\"Depth Below Tip\",\"Depth below Layer \" &Design_Stress_Calcs!C30)","v":"Depth Below Tip"},null,null,null,null,null,null,null,null,null,null,"g for",null,null,null,null,null,null,null,null,null,"m at\nPoint D",null,null,null,null,null,null,null,null,null,"s'v at\nPoint D"]
[null,null,null,null,null,null,"(ft)",null,null,null,null,null,null,null,null,"(ft)",null,null,null,null,null,null,null,null,null,{"$f":"FIXED(P91,2) & \" ft\"","v":"0.00 ft"},null,null,null,null,null,null,null,null,null,"(ft)",null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Point_D<=TIP,\"Pier Tip\",\"Layer 2\")","v":"Pier Tip"},null,null,null,null,null,null,null,null,null,"(ksf)",null,null,null,null,null,null,null,null,null,"(ksf)"]
[null,null,null,null,null,null,{"$f":"Point_D","v":0},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!D30","v":0},null,null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!E30","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!F30","v":0},null,null,null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!G30","v":0},null,null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!H30*Design_Stress_Calcs!I30","v":0},null,null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!J30","v":{"$error":"#N/A"}}]
[]
[null,null,null,null,null,null,"Point",null,null,null,null,null,null,null,null,"Elevation",null,null,null,null,null,null,null,null,null,"z",null,null,null,null,null,null,null,null,null,"s'v",null,null,null,null,null,null,null,null,null,"Equation for linear variation"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(ft)",null,null,null,null,null,null,null,null,null,"(ft)",null,null,null,null,null,null,null,null,null,"(ksf)",null,null,null,null,null,null,null,null,null,"over a depth of 1.5ys"]
[null,null,null,null,null,null,"C",null,null,null,null,null,null,null,null,{"$f":"DSE","v":0},null,null,null,null,null,null,null,null,null,0,null,null,null,null,null,null,null,null,null,0,null,null,null,null,null,null,null,null,null,"s'v",null,null,null,{"$f":"\"(for z = 0 to \" & Design_Stress_Calcs!I9&\" ft) =\"","v":"(for z = 0 to 0 ft) ="},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"\"(\"&FIXED(Design_Stress_Calcs!H36,4,FALSE) &\")z\"","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,"D",null,null,null,null,null,null,null,null,{"$f":"Point_D","v":0},null,null,null,null,null,null,null,null,null,{"$f":"z_PointD","v":0},null,null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!K32","v":{"$error":"#N/A"}}]
[]
[null,null,null,null,null,null,null,"-",null,{"$f":"\"All stress calculations below elevation \" & FIXED(Point_D,2) & \" ft (Point D) will be based on elevation \" & FIXED(CSE,2) & \" ft (Point B).\"","v":"All stress calculations below elevation 0.00 ft (Point D) will be based on elevation 0.00 ft (Point B)."}]
[]
[null,null,null,null,null,"Summary of Design Stress at the Midpoint of each Soil Layer and at Tip of Drilled Pier"]
[]
[null,null,null,null,null,null,"Layer",null,null,null,null,null,null,null,null,"Top",null,null,null,null,null,null,null,null,"Bottom",null,null,null,null,null,null,null,null,"Midpoint",null,null,null,null,null,null,null,null,"z",null,null,null,null,null,null,null,null,"Is z <\n1.5ys?",null,null,null,null,null,null,null,null,null,"sv_midpoint",null,null,null,null,null,null,null,null,null,"m",null,null,null,null,null,null,null,null,"s'v_midpoint"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(ft)",null,null,null,null,null,null,null,null,"(ft)",null,null,null,null,null,null,null,null,"(ft)",null,null,null,null,null,null,null,null,"(ft)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(ksf)",null,null,null,null,null,null,null,null,null,"(ksf)",null,null,null,null,null,null,null,null,"(ksf)"]
[null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!B42","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!C42","v":""},null,null,null,null,null,null,null,null,{"$f":"IF(G104=\"\",\"\",Design_Stress_Calcs!D42)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!E42","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!F42","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!G42","v":""},null,null,null,null,null,null,null,null,null,{"$f":"IF(P104=\"\",\"\",IF(AQ104<=z_PointD,\"----\",Design_Stress_Calcs!I18))","v":""},null,null,null,null,null,null,null,null,null,{"$f":"IF(BJ104=\"----\",\"----\",Design_Stress_Calcs!M18)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!M42","v":""}]
[null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!B43","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!C43","v":""},null,null,null,null,null,null,null,null,{"$f":"IF(G105=\"\",\"\",Design_Stress_Calcs!D43)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!E43","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!F43","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!G43","v":""},null,null,null,null,null,null,null,null,null,{"$f":"IF(P105=\"\",\"\",IF(AQ105<=z_PointD,\"----\",Design_Stress_Calcs!I19))","v":""},null,null,null,null,null,null,null,null,null,{"$f":"IF(BJ105=\"----\",\"----\",Design_Stress_Calcs!M19)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!M43","v":""}]
[null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!B44","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!C44","v":""},null,null,null,null,null,null,null,null,{"$f":"IF(G106=\"\",\"\",Design_Stress_Calcs!D44)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!E44","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!F44","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!G44","v":""},null,null,null,null,null,null,null,null,null,{"$f":"IF(P106=\"\",\"\",IF(AQ106<=z_PointD,\"----\",Design_Stress_Calcs!I20))","v":""},null,null,null,null,null,null,null,null,null,{"$f":"IF(BJ106=\"----\",\"----\",Design_Stress_Calcs!M20)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!M44","v":""}]
[null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!B45","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!C45","v":""},null,null,null,null,null,null,null,null,{"$f":"IF(G107=\"\",\"\",Design_Stress_Calcs!D45)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!E45","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!F45","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!G45","v":""},null,null,null,null,null,null,null,null,null,{"$f":"IF(P107=\"\",\"\",IF(AQ107<=z_PointD,\"----\",Design_Stress_Calcs!I21))","v":""},null,null,null,null,null,null,null,null,null,{"$f":"IF(BJ107=\"----\",\"----\",Design_Stress_Calcs!M21)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!M45","v":""}]
[null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!B46","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!C46","v":""},null,null,null,null,null,null,null,null,{"$f":"IF(G108=\"\",\"\",Design_Stress_Calcs!D46)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!E46","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!F46","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!G46","v":""},null,null,null,null,null,null,null,null,null,{"$f":"IF(P108=\"\",\"\",IF(AQ108<=z_PointD,\"----\",Design_Stress_Calcs!I22))","v":""},null,null,null,null,null,null,null,null,null,{"$f":"IF(BJ108=\"----\",\"----\",Design_Stress_Calcs!M22)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!M46","v":""}]
[null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!B47","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!C47","v":""},null,null,null,null,null,null,null,null,{"$f":"IF(G109=\"\",\"\",Design_Stress_Calcs!D47)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!E47","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!F47","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!G47","v":""},null,null,null,null,null,null,null,null,null,{"$f":"IF(P109=\"\",\"\",IF(AQ109<=z_PointD,\"----\",Design_Stress_Calcs!I23))","v":""},null,null,null,null,null,null,null,null,null,{"$f":"IF(BJ109=\"----\",\"----\",Design_Stress_Calcs!M23)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!M47","v":""}]
[null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!B48","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!C48","v":""},null,null,null,null,null,null,null,null,{"$f":"IF(G110=\"\",\"\",Design_Stress_Calcs!D48)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!E48","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!F48","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!G48","v":""},null,null,null,null,null,null,null,null,null,{"$f":"IF(P110=\"\",\"\",IF(AQ110<=z_PointD,\"----\",Design_Stress_Calcs!I24))","v":""},null,null,null,null,null,null,null,null,null,{"$f":"IF(BJ110=\"----\",\"----\",Design_Stress_Calcs!M24)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!M48","v":""}]
[null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!B49","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!C49","v":""},null,null,null,null,null,null,null,null,{"$f":"IF(G111=\"\",\"\",Design_Stress_Calcs!D49)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!E49","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!F49","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!G49","v":""},null,null,null,null,null,null,null,null,null,{"$f":"IF(P111=\"\",\"\",IF(AQ111<=z_PointD,\"----\",Design_Stress_Calcs!I25))","v":""},null,null,null,null,null,null,null,null,null,{"$f":"IF(BJ111=\"----\",\"----\",Design_Stress_Calcs!M25)","v":""},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!M49","v":""}]
[]
[null,null,null,null,null,null,"Tip Elev.",null,null,null,null,null,null,null,null,"z",null,null,null,null,null,null,null,null,"sv_bottom",null,null,null,null,null,null,null,null,null,"m",null,null,null,null,null,null,null,null,"s'v_bottom"]
[null,null,null,null,null,null,"(ft)",null,null,null,null,null,null,null,null,"(ft)",null,null,null,null,null,null,null,null,"(ksf)",null,null,null,null,null,null,null,null,null,"(ksf)",null,null,null,null,null,null,null,null,"(ksf)"]
[null,null,null,null,null,null,{"$f":"TIP","v":0},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!C54","v":0},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!D54","v":"----"},null,null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!E54","v":"----"},null,null,null,null,null,null,null,null,{"$f":"Design_Stress_Calcs!F54","v":{"$error":"#N/A"}}]

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[null,"Total and Effective Stress for Soil Layers based on the Design Scour Elevation"]
[]
[null,null,null,null,null,null,null,"Groundwater Table (GWT) Elevation =",{"$f":"GWT","v":0},"ft"]
[null,null,null,null,null,null,null,"Pre-scour streambed elevation (Point A) =",{"$f":"NG","v":0},"ft"]
[null,null,null,null,null,null,null,"Contraction Scour Elevation (Point B) =",{"$f":"IF(I4-I7<=DSE,DSE,I4-I7)","v":0},"ft"]
[null,null,null,null,null,null,null,"Design Scour Elevation (Point C) =",{"$f":"DSE","v":0},"ft"]
[null,null,null,null,null,null,null,"Amount of contraction (general) scour =",{"$f":"Main!AU15","v":0},"ft"]
[null,null,null,null,null,null,null,"Amount of Local Scour (ys) =",{"$f":"IF(CSE<=DSE,0,ROUND(CSE-DSE,2))","v":0},"ft"]
[null,null,null,null,null,null,null,"Depth of variable stress = 1.5(ys) =",{"$f":"1.5*I8","v":0},"ft"]
[null,null,null,null,null,null,null,"Elevation (Point D) where stress is calculated based on Point B =",{"$f":"DSE-z_PointD","v":0},"ft"]
[null,null,null,null,null,null,null,"Top of First Contributing Soil Layer =",{"$f":"Top_1","v":""},"ft"]
[]
[null,"Soil layer profile after splitting  layers at a depth of 1.5ys"]
[]
[null,"Sub\nLayer\nNo.","Sub Layer Information",null,null,null,null,"Vertical Effective Stress from Point B"]
[null,null,"Top\n(ft)","Bottom\n(ft)","Mid\n(ft)","Dz\n(ft)","g\n(kcf)","svtop\n(ksf)","svmid\n(ksf)","svbottom\n(ksf)","s'vtop\n(ksf)","zwmid\n(ft)","mmid\n(ksf)","s'vmid\n(ksf)","zw\n(ft)","mbottom\n(ksf)","s'vbottom\n(ksf)"]
[null,0,{"$f":"CSE","v":0},{"$f":"IF(DSE=NG,Top_1,DSE)","v":""},{"$f":"IF(D17=\"\",\"\",(C17+D17)/2)","v":""},{"$f":"IF(D17=\"\",0,C17-D17)","v":0},0.12,0,{"$f":"IF(D17=\"\",\"\",H17+F17/2*G17)","v":""},{"$f":"IF(D17=\"\",\"\",H17+F17*G17)","v":""},0,{"$f":"IF(E17=\"\",\"\",IF(GWT<E17,0,IF(GWT>CSE,(CSE-E17),(GWT-E17))))","v":""},{"$f":"IF(E17=\"\",\"\",L17*gamma_w)","v":""},{"$f":"IF(E17=\"\",\"\",I17-M17)","v":""},{"$f":"IF(D17=\"\",\"\",IF(GWT<D17,0,IF(GWT>CSE,(CSE-D17),(GWT-D17))))","v":""},{"$f":"IF(D17=\"\",\"\",O17*gamma_w)","v":""},{"$f":"IF(D17=\"\",\"\",J17-P17)","v":""}]
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[]
[null,"Effective Stress at a depth of 1.5ys (Point D) based on streambed elevation (Point B)"]
[]
[null,"1.5ys\nElev.\n(ft)","Within Layer","Top\n(ft)","svtop\n(ksf)","Depth below Layer Top\n(ft)","glayer\n(kcf)","zw\n(ft)","gwater\n(kcf)","s'v_Pt D\n(ksf)"]
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[]
[null,null,null,null,null,null,null,null,null,"Effective stress at depth of 1.5ys (Point D) based on streambed elevation (Point B) =",{"$f":"J30","v":{"$error":"#N/A"}},"ksf"]
[]
[null,"Point","Elev","z","s'"]
[null,null,"(ft)","(ft)","(ksf)"]
[null,"C",{"$f":"I6","v":0},0,0,null,"s' =",{"$f":"IF(E37=0,0,E37/D37)","v":{"$error":"#N/A"}},"z"]
[null,"D",{"$f":"Point_D","v":0},{"$f":"I9","v":0},{"$f":"K32","v":{"$error":"#N/A"}}]
[]
[null,"Effective stress at the midpoint of each original layer based on FHWA guidelines"]
[]
[null,"Layer\nNo.","Top\nElev\n(ft)","Bottom\nElev\n(ft)","Mid\nElev\n(ft)","Depth zmid\n(ft)","zmid\n<\n1.5ys?\n(yes/no)","sv_0\n(ksf)","sv_Mid\n(ksf)","zw\n(ft)","mMid\n(ksf)","s'v_Mid\n(ksf)","Actual\ns'vmid\n(ksf)"]
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[null,{"$f":"IF(Material_3=\"\",\"\",3)","v":""},{"$f":"Top_3","v":""},{"$f":"Bottom_3","v":0},"","","","",0,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},""]
[null,{"$f":"IF(Material_4=\"\",\"\",4)","v":""},{"$f":"Top_4","v":""},{"$f":"Bottom_4","v":0},"","","","",0,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},""]
[null,{"$f":"IF(Material_5=\"\",\"\",5)","v":""},{"$f":"Top_5","v":""},{"$f":"Bottom_5","v":0},"","","","",0,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},""]
[null,{"$f":"IF(Material_6=\"\",\"\",6)","v":""},{"$f":"Top_6","v":""},{"$f":"Bottom_6","v":0},"","","","",0,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},""]
[null,{"$f":"IF(Material_7=\"\",\"\",7)","v":""},{"$f":"Top_7","v":""},{"$f":"Bottom_7","v":0},"","","","",0,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},""]
[null,{"$f":"IF(Material_8=\"\",\"\",8)","v":""},{"$f":"Top_8","v":""},{"$f":"Bottom_8","v":0},"","","","",0,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},""]
[]
[null,"Effective stress at the drilled pier tip"]
[]
[null,"Tip Elev\n(ft)","zbottom\n(ft)","svbottom\n(ksf)","mvbottom\n(ksf)","s'vbottom\n(ksf)"]
[null,{"$f":"TIP","v":0},{"$f":"DSE-TIP","v":0},{"$f":"IF(C54<=z_PointD,\"----\",MAX(J17:J25))","v":"----"},{"$f":"IF(C54<=z_PointD,\"----\",MAX(P17:P25))","v":"----"},{"$f":"IF(C54<=z_PointD,H36*C54,MAX(Q17:Q25))","v":{"$error":"#N/A"}}]

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[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"Side_Calcs!$F$76","v":""},null,null,"OF",null,null,null,{"$f":"IF(DA5=\"\",\"\",Tip_Calcs!$D$37)","v":""}]
[]
[]
[null,null,null,"Side Resistance in Cohesive Soil (Clays with SU ≤ 5 ksf)"]
[]
[null,null,"Rs = ",null,null,null,null,null,"(qs)(As)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5-3"]
[]
[null,null,null,null,null,"qs =",null,null,null,null,null,null,"unit side resistance for soil layer (ksf)"]
[null,null,null,null,null,"=",null,null,null,null,null,null,"(a)(SU)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5.1b-1"]
[]
[null,null,null,null,null,null,null,null,null,"a =",null,null,null,null,null,null,"adhesion factor"]
[null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,"0 between the ground surface and a depth of 5 ft"]
[null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,"0.55 for (SU/pa) ≤ 1.5",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5.1b-2"]
[null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,"0.55 – 0.1(SU/pa – 1.5) for 1.5 ≤ (SU/pa) ≤ 2.5",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5.1b-3"]
[]
[null,null,null,null,null,null,null,null,null,"SU =",null,null,null,null,null,null,"undrained shear strength (ksf)"]
[null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,"100(N160)/1000",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NCDOT Empirical Formula"]
[]
[null,null,null,null,null,null,null,null,null,"ra =",null,null,null,null,null,null,{"$f":"\"atmospheric pressure (\" & ATM & \" ksf)\"","v":"atmospheric pressure (2.12 ksf)"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"\"Ground Surface = \" & NG & \" ft\"","v":"Ground Surface =  ft"}]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"\"5 ft below Ground Surface = \" & NG- 5 & \" ft\"","v":"5 ft below Ground Surface = -5 ft"}]
[]
[]
[null,"Based on AASHTO Figure 10.8.3.5.1b-1"]
[]
[null,null,null,"As =",null,null,null,null,null,null,null,null,"area of drilled pier side resistance (ft2)"]
[null,null,null,null,null,null,null,null,null,null,null,"=","(p)(B)(Dz)"]
[]
[null,null,null,null,null,null,null,null,null,"B =",null,null,null,null,null,null,{"$f":"\"diameter of drilled pier (\" & d_DP/12 & \" ft)\"","v":"diameter of drilled pier (0 ft)"}]
[null,null,null,null,null,null,null,null,null,"Dz =",null,null,null,null,null,null,"effective thickness of the soil layer (ft)"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Layer\nNo.",null,null,null,null,null,null,"Layer Elevations",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"N160",null,null,null,null,null,null,null,"SU\n(ksf)",null,null,null,null,null,null,null,"SU /ra",null,null,null,null,null,null,null,"a",null,null,null,null,null,null,null,"qs\n(ksf)",null,null,null,null,null,null,null,"Dz\n(ft)",null,null,null,null,null,null,null,"As\n(ft2)",null,null,null,null,null,null,null,"Rs\n(kips)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Top\n(ft)",null,null,null,null,null,null,null,null,"Bottom\n(ft)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!B18","v":0},null,null,null,null,null,null,{"$f":"Side_Calcs!D18","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E18","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H18","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!I18","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!J18","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!K18","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!L18","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!M18","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!N18","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!O18","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!B19","v":0},null,null,null,null,null,null,{"$f":"Side_Calcs!D19","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E19","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H19","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!I19","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!J19","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!K19","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!L19","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!M19","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!N19","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!O19","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!B20","v":0},null,null,null,null,null,null,{"$f":"Side_Calcs!D20","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E20","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H20","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!I20","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!J20","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!K20","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!L20","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!M20","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!N20","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!O20","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!B21","v":0},null,null,null,null,null,null,{"$f":"Side_Calcs!D21","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E21","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H21","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!I21","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!J21","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!K21","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!L21","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!M21","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!N21","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!O21","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!B22","v":0},null,null,null,null,null,null,{"$f":"Side_Calcs!D22","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E22","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H22","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!I22","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!J22","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!K22","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!L22","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!M22","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!N22","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!O22","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!B23","v":0},null,null,null,null,null,null,{"$f":"Side_Calcs!D23","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E23","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H23","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!I23","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!J23","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!K23","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!L23","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!M23","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!N23","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!O23","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!B24","v":0},null,null,null,null,null,null,{"$f":"Side_Calcs!D24","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E24","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H24","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!I24","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!J24","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!K24","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!L24","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!M24","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!N24","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!O24","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!B25","v":0},null,null,null,null,null,null,{"$f":"Side_Calcs!D25","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E25","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H25","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!I25","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!J25","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!K25","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!L25","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!M25","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!N25","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!O25","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Side Resistance in Cohesive Soil =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!O26","v":""}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"Side_Calcs!$F$77","v":""},null,null,"OF",null,null,null,{"$f":"IF(DA68=\"\",\"\",Tip_Calcs!$D$37)","v":""}]
[]
[]
[null,null,null,"Side Resistance in Cohesionless Soil (Sand / Gravel with N160 ≤ 100)"]
[]
[null,null,"Rs = ",null,null,null,null,null,"(qs)(As)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5-3"]
[]
[null,null,null,null,null,"qs =",null,null,null,null,null,null,"unit side resistance for soil layer (ksf) ≤ 2 ksf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"2 ksf limit based on NAVFAC DM 7.2 p. 201"]
[null,null,null,null,null,"=",null,null,null,null,null,null,"(b)(s’v)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5.2b-1"]
[]
[null,null,null,null,null,null,null,null,null,"b =",null,null,null,null,null,null,"load transfer coefficient"]
[]
[null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5.2b-2"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"f'f =",null,null,null,null,null,null,"effective friction angle"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,"27.5 + 9.2 log(N160),   N160 ≤ 100",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5.2b-3"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"N160 =",null,null,null,null,null,null,"SPT - N value corrected for hammer efficiency and overburden (limited to 100 bpf)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"s'p =",null,null,null,null,null,null,"effective vertical preconsolidation stress"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"For Sands:",null,null,null,null,null,null,null,null,null,null,null,null,"s'p",null,null,null,null,"≈",null,null,"0.47(N60)m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5.2b-4"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ra"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"For Gravels:"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"s'p",null,null,null,null,"=",null,null,"0.15(N60)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5.2b-5"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ra"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"m =",null,null,null,null,null,null,"0.6 for clean sands; 0.8 for silty sands and sandy silts"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"N60 =",null,null,null,null,null,null,"SPT - N value corrected for hammer efficiency (limited to 100 bpf)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ra =",null,null,null,null,null,null,{"$f":"\"atmospheric pressure (\" & ATM & \" ksf)\"","v":"atmospheric pressure (2.12 ksf)"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"s'v =",null,null,null,null,null,null,"effective vertical stress at soil layer mid-depth as defined in FHWA GEC 010 pages 13-46"]
[]
[null,null,null,null,null,"As =",null,null,null,null,null,null,"area of drilled pier side resistance (ft2)"]
[null,null,null,null,null,"=",null,null,null,null,null,null,"(p)(B)(Dz)"]
[]
[null,null,null,null,null,null,null,null,null,"B =",null,null,null,null,null,null,{"$f":"\"diameter of drilled pier (\" & d_DP/12 & \" ft)\"","v":"diameter of drilled pier (0 ft)"}]
[null,null,null,null,null,null,null,null,null,"Dz =",null,null,null,null,null,null,"effective thickness of the soil layer (ft)"]
[]
[null,null,null,"Layer\nNo.",null,null,null,null,null,null,"Layer Elevations",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Material\nType",null,null,null,null,null,null,null,"N160",null,null,null,null,null,"f'\n(deg)",null,null,null,null,null,"m",null,null,null,null,null,"N60",null,null,null,null,null,"s'p/ra",null,null,null,null,null,null,"s'v\n(ksf)",null,null,null,null,null,null,"b",null,null,null,null,null,null,"qs\n(ksf)",null,null,null,null,null,null,"Dz\n(ft)",null,null,null,null,null,null,null,"As\n(ft2)",null,null,null,null,null,null,null,"Rs\n(kips)"]
[null,null,null,null,null,null,null,null,null,null,"Top\n(ft)",null,null,null,null,null,null,null,null,"Bottom\n(ft)"]
[]
[null,null,null,{"$f":"Side_Calcs!B30","v":1},null,null,null,null,null,null,{"$f":"Side_Calcs!D30","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E30","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!F30","v":"Sand"},null,null,null,null,null,null,null,{"$f":"Side_Calcs!G30","v":""},null,null,null,null,null,{"$f":"Side_Calcs!H30","v":""},null,null,null,null,null,{"$f":"Side_Calcs!I30","v":""},null,null,null,null,null,{"$f":"Side_Calcs!J30","v":""},null,null,null,null,null,{"$f":"Side_Calcs!K30","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!M30","v":{"$error":"#N/A"}},null,null,null,null,null,null,{"$f":"Side_Calcs!R30","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!S30","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!T30","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!U30","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!V30","v":""}]
[null,null,null,{"$f":"Side_Calcs!B31","v":2},null,null,null,null,null,null,{"$f":"Side_Calcs!D31","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E31","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!F31","v":"Sand"},null,null,null,null,null,null,null,{"$f":"Side_Calcs!G31","v":""},null,null,null,null,null,{"$f":"Side_Calcs!H31","v":""},null,null,null,null,null,{"$f":"Side_Calcs!I31","v":""},null,null,null,null,null,{"$f":"Side_Calcs!J31","v":""},null,null,null,null,null,{"$f":"Side_Calcs!K31","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!M31","v":{"$error":"#N/A"}},null,null,null,null,null,null,{"$f":"Side_Calcs!R31","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!S31","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!T31","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!U31","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!V31","v":""}]
[null,null,null,{"$f":"Side_Calcs!B32","v":3},null,null,null,null,null,null,{"$f":"Side_Calcs!D32","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E32","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!F32","v":"Sand"},null,null,null,null,null,null,null,{"$f":"Side_Calcs!G32","v":""},null,null,null,null,null,{"$f":"Side_Calcs!H32","v":""},null,null,null,null,null,{"$f":"Side_Calcs!I32","v":""},null,null,null,null,null,{"$f":"Side_Calcs!J32","v":""},null,null,null,null,null,{"$f":"Side_Calcs!K32","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!M32","v":{"$error":"#N/A"}},null,null,null,null,null,null,{"$f":"Side_Calcs!R32","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!S32","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!T32","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!U32","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!V32","v":""}]
[null,null,null,{"$f":"Side_Calcs!B33","v":0},null,null,null,null,null,null,{"$f":"Side_Calcs!D33","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E33","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!F33","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!G33","v":""},null,null,null,null,null,{"$f":"Side_Calcs!H33","v":""},null,null,null,null,null,{"$f":"Side_Calcs!I33","v":""},null,null,null,null,null,{"$f":"Side_Calcs!J33","v":""},null,null,null,null,null,{"$f":"Side_Calcs!K33","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!M33","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!R33","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!S33","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!T33","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!U33","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!V33","v":""}]
[null,null,null,{"$f":"Side_Calcs!B34","v":0},null,null,null,null,null,null,{"$f":"Side_Calcs!D34","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E34","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!F34","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!G34","v":""},null,null,null,null,null,{"$f":"Side_Calcs!H34","v":""},null,null,null,null,null,{"$f":"Side_Calcs!I34","v":""},null,null,null,null,null,{"$f":"Side_Calcs!J34","v":""},null,null,null,null,null,{"$f":"Side_Calcs!K34","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!M34","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!R34","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!S34","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!T34","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!U34","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!V34","v":""}]
[null,null,null,{"$f":"Side_Calcs!B35","v":0},null,null,null,null,null,null,{"$f":"Side_Calcs!D35","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E35","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!F35","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!G35","v":""},null,null,null,null,null,{"$f":"Side_Calcs!H35","v":""},null,null,null,null,null,{"$f":"Side_Calcs!I35","v":""},null,null,null,null,null,{"$f":"Side_Calcs!J35","v":""},null,null,null,null,null,{"$f":"Side_Calcs!K35","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!M35","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!R35","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!S35","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!T35","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!U35","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!V35","v":""}]
[null,null,null,{"$f":"Side_Calcs!B36","v":0},null,null,null,null,null,null,{"$f":"Side_Calcs!D36","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E36","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!F36","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!G36","v":""},null,null,null,null,null,{"$f":"Side_Calcs!H36","v":""},null,null,null,null,null,{"$f":"Side_Calcs!I36","v":""},null,null,null,null,null,{"$f":"Side_Calcs!J36","v":""},null,null,null,null,null,{"$f":"Side_Calcs!K36","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!M36","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!R36","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!S36","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!T36","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!U36","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!V36","v":""}]
[null,null,null,{"$f":"Side_Calcs!B37","v":0},null,null,null,null,null,null,{"$f":"Side_Calcs!D37","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E37","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!F37","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!G37","v":""},null,null,null,null,null,{"$f":"Side_Calcs!H37","v":""},null,null,null,null,null,{"$f":"Side_Calcs!I37","v":""},null,null,null,null,null,{"$f":"Side_Calcs!J37","v":""},null,null,null,null,null,{"$f":"Side_Calcs!K37","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!M37","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!R37","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!S37","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!T37","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!U37","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!V37","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Side Resistance in Cohesionless Soil =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!V38","v":""}]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"Side_Calcs!$F$78","v":""},null,null,"OF",null,null,null,{"$f":"IF(DA130=\"\",\"\",Tip_Calcs!$D$37)","v":""}]
[]
[]
[null,null,null,"Side Resistance in Cohesive IGM (Cohesive Material with SU > 5 ksf)"]
[]
[null,null,null,null,null,null,null,"Rs = ","(qs)(As)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5-3"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"qs =","unit side resistance for IGM layer (ksf) ≥ 2.75 ksf (see note below)"]
[null,null,null,null,null,null,null,null,null,null,null,"=","(a)(j)(qu)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA GEC 010 Eqn. 3-26"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,"Note:","The qs value for a cohesive soil with an SU of 5 ksf (per AASHTO) = qs = (0.55)(5 ksf) = 2.75 ksf."]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"a =","factor obtained from FHWA Figure 13-9 (shown below)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"j =","joint affect factor from FHWA GEC 010 Table 13.3 = 0.45 based on RQD of 20%"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(assume an RQD of 20% for all cohesive IGMs that have an RQD < 20% or have no core sample)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"qu =","unconfined compressive strength of the intact IGM (ksf)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=","2(SU)/1000 = 200(N160)/1000, where N160 ≤ 100 blows/ft"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Figure 13-9 adjusted for English Units"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"sn = ","pressure imparted by fluid concrete at"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"the middle of layer (ksf)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=","0.65(gc)(z*)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA GEC 010 Eqn. 13-28"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gc = ",{"$f":"\"Unit Weight of Concrete (\" & gamma_c & \" kcf)\"","v":"Unit Weight of Concrete (0.15 kcf)"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"z* =","depth from middle of layer to top of pier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"\"(TOP Elev. = \" & TOP & \" ft), must be ≤ 40 ft\"","v":"(TOP Elev. =  ft), must be ≤ 40 ft"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ra =",{"$f":"\"atmospheric pressure (\" & ATM & \" ksf)\"","v":"atmospheric pressure (2.12 ksf)"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"fRC =","Interface Friction Angle = f' for Drilled Piers"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=","27.5+9.2 log(N160)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA GEC 010 Eqn. 3-8"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"where N160 ≤ 100"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"If fRC is not equal to 30 degrees use the following"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"formula for a."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"a =",null,null,null,"aFig 13-9 =",null,null,null,null,null,null,null,null,"tan fRC",null,null,null,null,null,null,null,null,"FHWA GEC 010 Eqn. 13-27"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"tan 30"]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,"As =","area of drilled pier side resistance (ft2)"]
[null,null,null,null,null,null,null,null,null,null,null,"=","(p)(B)(Dz)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"B =",{"$f":"\"diameter of drilled pier (\" & d_DP/12 & \" ft)\"","v":"diameter of drilled pier (0 ft)"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dz =","effective thickness of the soil layer (ft)"]
[]
[null,null,null,"Layer\nNo.",null,null,null,null,null,null,"Layer Elevations",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"z*\n(ft)",null,null,null,null,null,null,"sn\n(ksf)",null,null,null,null,null,null,"sn/ra",null,null,null,null,null,null,"qu\n(ksf)",null,null,null,null,null,null,null,"afig",null,null,null,null,null,"fRC\n(deg)",null,null,null,null,null,"a",null,null,null,null,null,"j",null,null,null,null,null,"qs\n(ksf)",null,null,null,null,null,null,"Dz\n(ft)",null,null,null,null,null,null,null,"As\n(ft2)",null,null,null,null,null,null,null,"Rs\n(kips)"]
[null,null,null,null,null,null,null,null,null,null,"Top\n(ft)",null,null,null,null,null,null,null,null,"Bottom\n(ft)"]
[]
[null,null,null,{"$f":"Side_Calcs!B51","v":0},null,null,null,null,null,null,{"$f":"Side_Calcs!D51","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E51","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H51","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!I51","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!J51","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!O51","v":""},null,null,null,null,null,null,null,0.2,null,null,null,null,null,{"$f":"Side_Calcs!M51","v":""},null,null,null,null,null,{"$f":"Side_Calcs!N51","v":""},null,null,null,null,null,{"$f":"Side_Calcs!P51","v":""},null,null,null,null,null,{"$f":"Side_Calcs!R51","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!S51","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!T51","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!U51","v":""}]
[null,null,null,{"$f":"Side_Calcs!B52","v":0},null,null,null,null,null,null,{"$f":"Side_Calcs!D52","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E52","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H52","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!I52","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!J52","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!O52","v":""},null,null,null,null,null,null,null,0.28000000000000003,null,null,null,null,null,{"$f":"Side_Calcs!M52","v":""},null,null,null,null,null,{"$f":"Side_Calcs!N52","v":""},null,null,null,null,null,{"$f":"Side_Calcs!P52","v":""},null,null,null,null,null,{"$f":"Side_Calcs!R52","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!S52","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!T52","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!U52","v":""}]
[null,null,null,{"$f":"Side_Calcs!B53","v":0},null,null,null,null,null,null,{"$f":"Side_Calcs!D53","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E53","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H53","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!I53","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!J53","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!O53","v":""},null,null,null,null,null,null,null,0.26,null,null,null,null,null,{"$f":"Side_Calcs!M53","v":""},null,null,null,null,null,{"$f":"Side_Calcs!N53","v":""},null,null,null,null,null,{"$f":"Side_Calcs!P53","v":""},null,null,null,null,null,{"$f":"Side_Calcs!R53","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!S53","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!T53","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!U53","v":""}]
[null,null,null,{"$f":"Side_Calcs!B54","v":0},null,null,null,null,null,null,{"$f":"Side_Calcs!D54","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E54","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H54","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!I54","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!J54","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!O54","v":""},null,null,null,null,null,null,null,0.24,null,null,null,null,null,{"$f":"Side_Calcs!M54","v":""},null,null,null,null,null,{"$f":"Side_Calcs!N54","v":""},null,null,null,null,null,{"$f":"Side_Calcs!P54","v":""},null,null,null,null,null,{"$f":"Side_Calcs!R54","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!S54","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!T54","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!U54","v":""}]
[null,null,null,{"$f":"Side_Calcs!B55","v":0},null,null,null,null,null,null,{"$f":"Side_Calcs!D55","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E55","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H55","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!I55","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!J55","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!O55","v":""},null,null,null,null,null,null,null,0.1,null,null,null,null,null,{"$f":"Side_Calcs!M55","v":""},null,null,null,null,null,{"$f":"Side_Calcs!N55","v":""},null,null,null,null,null,{"$f":"Side_Calcs!P55","v":""},null,null,null,null,null,{"$f":"Side_Calcs!R55","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!S55","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!T55","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!U55","v":""}]
[null,null,null,{"$f":"Side_Calcs!B56","v":0},null,null,null,null,null,null,{"$f":"Side_Calcs!D56","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E56","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H56","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!I56","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!J56","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!O56","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!M56","v":""},null,null,null,null,null,{"$f":"Side_Calcs!N56","v":""},null,null,null,null,null,{"$f":"Side_Calcs!P56","v":""},null,null,null,null,null,{"$f":"Side_Calcs!R56","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!S56","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!T56","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!U56","v":""}]
[null,null,null,{"$f":"Side_Calcs!B57","v":0},null,null,null,null,null,null,{"$f":"Side_Calcs!D57","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E57","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H57","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!I57","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!J57","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!O57","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!M57","v":""},null,null,null,null,null,{"$f":"Side_Calcs!N57","v":""},null,null,null,null,null,{"$f":"Side_Calcs!P57","v":""},null,null,null,null,null,{"$f":"Side_Calcs!R57","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!S57","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!T57","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!U57","v":""}]
[null,null,null,{"$f":"Side_Calcs!B58","v":0},null,null,null,null,null,null,{"$f":"Side_Calcs!D58","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E58","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H58","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!I58","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!J58","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!O58","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!M58","v":""},null,null,null,null,null,{"$f":"Side_Calcs!N58","v":""},null,null,null,null,null,{"$f":"Side_Calcs!P58","v":""},null,null,null,null,null,{"$f":"Side_Calcs!R58","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!S58","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!T58","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!U58","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Side Resistance in Cohesive IGM =",{"$f":"Side_Calcs!U59","v":""}]
[]
[]
[]
[null,null,null,{"$f":"Side_Calcs!B124","v":0}]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"Side_Calcs!$F$79","v":""},null,null,"OF",null,null,null,{"$f":"IF(DA197=\"\",\"\",Tip_Calcs!$D$37)","v":""}]
[]
[]
[null,null,null,"Side Resistance in Weathered and Hard Rock"]
[]
[null,null,"Rs = ",null,null,null,null,null,"(As)(qs)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5-3"]
[]
[null,null,null,null,"qs =",null,null,null,null,null,null,null,"unit side resistance for weathered or hard rock layer (ksf)"]
[]
[null,null,null,null,null,null,null,null,null,null,"For weathered rock layers or hard rock layers with a GSI < 30"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"=","8 ksf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NCDOT Policy"]
[]
[null,null,null,null,null,null,null,null,null,null,"For drilled piers socketed into hard rock"]
[]
[null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5.4b-1"]
[]
[]
[null,null,null,null,null,null,null,null,"C =",null,null,null,null,null,null,null,"regression coefficent taken as 1.0 for normal rock sockets (see AASHTO C10.8.3.5.4b-1 for details)"]
[]
[null,null,null,null,null,null,null,null,null,null,"For fractured rock that caves and cannot be drilled without artificial support"]
[]
[null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5.4b-2"]
[]
[]
[null,null,null,null,null,null,null,null,"aE = ",null,null,null,null,null,null,null,"reduction factor to account for jointing in rock (from AASHTO Table 10.8.3.5.4b-1)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RQD\n(%)",null,null,null,null,null,null,null,null,"Joint Modificaiton Factor, aE"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Closed\nJoints",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Open or Gouge-Filled\nJoints"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,100,null,null,null,null,null,null,null,null,1,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.85]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,70,null,null,null,null,null,null,null,null,0.85,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.55000000000000004]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,50,null,null,null,null,null,null,null,null,0.6,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.55000000000000004]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,30,null,null,null,null,null,null,null,null,0.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,null,null,null,null,null,null,null,null,0.45,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.45]
[]
[null,null,null,null,null,null,null,null,"qu = ",null,null,null,null,null,null,null,"Uniaxial Compressive Strength of Intact Rock (ksf) ≤ f'c"]
[null,null,null,null,null,null,null,null,"f'c = ",null,null,null,null,null,null,null,{"$f":"\"28 day Compressive Strength of Concrete (\" & f_c& \" ksi = \" & FIXED(f_c*144,0) & \" ksf)\"","v":"28 day Compressive Strength of Concrete (4.5 ksi = 648 ksf)"}]
[null,null,null,null,null,null,null,null,"pa =",null,null,null,null,null,null,null,{"$f":"\"atmospheric pressure (\" & ATM& \" ksf)\"","v":"atmospheric pressure (2.12 ksf)"}]
[]
[null,null,null,null,null,"As =",null,null,null,null,null,null,"area of drilled pier side resistance (ft2)"]
[null,null,null,null,null,null,null,null,null,null,null,"=","(p)(B)(Dz)"]
[]
[null,null,null,null,null,null,null,null,null,"B =",null,null,null,null,null,null,{"$f":"\"diameter of drilled pier (subtract 2 inches to account for possible reduction of drilled pier in rock)\"","v":"diameter of drilled pier (subtract 2 inches to account for possible reduction of drilled pier in rock)"}]
[null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,{"$f":"\"(\" & d_DP & \" inches  - 2 inches) / 12 inches per ft = \" & ROUND((d_DP-2)/12,2) & \" ft\"","v":"( inches  - 2 inches) / 12 inches per ft = -0.17 ft"}]
[]
[null,null,null,null,null,null,null,null,null,"Dz =",null,null,null,null,null,null,"effective thickness of the soil layer (ft)"]
[]
[null,null,"Layer\nNo.",null,null,null,null,null,"Rock Type",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Layer Elevations",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Equation and Rock Joint Condition to use",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RQD\n(%)",null,null,null,null,null,"aE",null,null,null,null,null,"qu\n(ksf)",null,null,null,null,null,null,"qs\n(ksf)",null,null,null,null,null,null,null,"Dz\n(ft)",null,null,null,null,null,null,"As\n(ft2)",null,null,null,null,null,null,null,"Rs\n(kips)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Top\n(ft)",null,null,null,null,null,null,null,null,"Bottom\n(ft)"]
[]
[null,null,{"$f":"Side_Calcs!B64","v":0},null,null,null,null,null,{"$f":"Side_Calcs!C64","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!D64","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E64","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H64","v":""},null,null,null,null,null,{"$f":"Side_Calcs!K64","v":""},null,null,null,null,null,{"$f":"Side_Calcs!L64","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!O64","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!P64","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!Q64","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!T64","v":""}]
[null,null,{"$f":"Side_Calcs!B65","v":0},null,null,null,null,null,{"$f":"Side_Calcs!C65","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!D65","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E65","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H65","v":""},null,null,null,null,null,{"$f":"Side_Calcs!K65","v":""},null,null,null,null,null,{"$f":"Side_Calcs!L65","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!O65","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!P65","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!Q65","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!T65","v":""}]
[null,null,{"$f":"Side_Calcs!B66","v":0},null,null,null,null,null,{"$f":"Side_Calcs!C66","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!D66","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E66","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H66","v":""},null,null,null,null,null,{"$f":"Side_Calcs!K66","v":""},null,null,null,null,null,{"$f":"Side_Calcs!L66","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!O66","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!P66","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!Q66","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!T66","v":""}]
[null,null,{"$f":"Side_Calcs!B67","v":0},null,null,null,null,null,{"$f":"Side_Calcs!C67","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!D67","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E67","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H67","v":""},null,null,null,null,null,{"$f":"Side_Calcs!K67","v":""},null,null,null,null,null,{"$f":"Side_Calcs!L67","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!O67","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!P67","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!Q67","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!T67","v":""}]
[null,null,{"$f":"Side_Calcs!B68","v":0},null,null,null,null,null,{"$f":"Side_Calcs!C68","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!D68","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E68","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H68","v":""},null,null,null,null,null,{"$f":"Side_Calcs!K68","v":""},null,null,null,null,null,{"$f":"Side_Calcs!L68","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!O68","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!P68","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!Q68","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!T68","v":""}]
[null,null,{"$f":"Side_Calcs!B69","v":0},null,null,null,null,null,{"$f":"Side_Calcs!C69","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!D69","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E69","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H69","v":""},null,null,null,null,null,{"$f":"Side_Calcs!K69","v":""},null,null,null,null,null,{"$f":"Side_Calcs!L69","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!O69","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!P69","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!Q69","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!T69","v":""}]
[null,null,{"$f":"Side_Calcs!B70","v":0},null,null,null,null,null,{"$f":"Side_Calcs!C70","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!D70","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E70","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H70","v":""},null,null,null,null,null,{"$f":"Side_Calcs!K70","v":""},null,null,null,null,null,{"$f":"Side_Calcs!L70","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!O70","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!P70","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!Q70","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!T70","v":""}]
[null,null,{"$f":"Side_Calcs!B71","v":0},null,null,null,null,null,{"$f":"Side_Calcs!C71","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!D71","v":""},null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!E71","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!H71","v":""},null,null,null,null,null,{"$f":"Side_Calcs!K71","v":""},null,null,null,null,null,{"$f":"Side_Calcs!L71","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!O71","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!P71","v":""},null,null,null,null,null,null,{"$f":"Side_Calcs!Q71","v":""},null,null,null,null,null,null,null,{"$f":"Side_Calcs!T71","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Side Resistance in Weathered and Hard Rock =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Side_Calcs!S72","v":""}]
[]
[null,null,{"$f":"IF(Side_Calcs!H72=0,\"\",\"Note: * Indicates a hard rock layer with a GSI < 30. The layer will be modeled as weatherd rock with a qs vlaue = 8 ksf.\")","v":""}]

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[null,"Side Resistance Calculations"]
[]
[null,"Properties for Soil and Rock Layers"]
[]
[null,"Layer\nNo.","Material\nDescription","Top\nElev.\n(ft)","Bottom\nElev.\n(ft)","General\nClassification","SPT\nN60\n(bpf)","SPT\nN160\n(bpf)","RQD\n(%)","GSI","qu\n(ksf)","Ei\n(ksi)","Classification for Spreadsheet"]
[null,1,{"$f":"IF(OR(Material_1=\"\",D6=\"\"),\"\",Material_1)","v":""},{"$f":"MIN(TOP,DSE,NG,Casing_Elev)","v":0},{"$f":"IF(C6=\"\",\"\",IF(Bottom_1>D6,D6,IF(TIP<Bottom_1,Bottom_1,TIP)))","v":""},{"$f":"IF(C6=\"\",\"\",VLOOKUP(C6,Menus_and_Boxes!$D$16:$E$22,2,FALSE))","v":""},{"$f":"IF($C6=\"\",\"\",IF($C6=Menus_and_Boxes!$D$22,\"N/A\",SPT_Calcs!G25))","v":""},{"$f":"IF($C6=\"\",\"\",IF($C6=Menus_and_Boxes!$D$22,\"N/A\",Main!BU40))","v":""},{"$f":"IF($C6=\"\",\"\",IF($C6=Menus_and_Boxes!$D$22,Main!CA40,\"N/A\"))","v":""},{"$f":"IF($C6=\"\",\"\",IF($C6=Menus_and_Boxes!$D$22,Main!CG40,\"N/A\"))","v":""},{"$f":"IF($C6=\"\",\"\",IF($C6=Menus_and_Boxes!$D$22,Main!CM40,\"N/A\"))","v":""},{"$f":"IF($C6=\"\",\"\",IF($C6=Menus_and_Boxes!$D$22,Main!CU40,\"N/A\"))","v":""},{"$f":"IF(C6=\"\",\"\",IF(OR(F6=\"WR\",F6=\"HR\"),\"Rock\",IF(AND(F6=\"Cohesive\",H6<=50),\"Cohesive Soil\",IF(AND(F6=\"Cohesive\",H6>50),\"Cohesive IGM\",\"Cohesionless Soil\"))))","v":""}]
[null,2,{"$f":"IF(OR(Material_2=\"\",D7=\"\"),\"\",Material_2)","v":""},{"$f":"IF(OR(Material_2=\"\",Top_2<=TIP),\"\",E6)","v":""},{"$f":"IF(C7=\"\",\"\",IF(Bottom_2>D7,D7,IF(TIP<Bottom_2,Bottom_2,TIP)))","v":""},{"$f":"IF(C7=\"\",\"\",VLOOKUP(C7,Menus_and_Boxes!$D$16:$E$22,2,FALSE))","v":""},{"$f":"IF($C7=\"\",\"\",IF($C7=Menus_and_Boxes!$D$22,\"N/A\",SPT_Calcs!G26))","v":""},{"$f":"IF($C7=\"\",\"\",IF($C7=Menus_and_Boxes!$D$22,\"N/A\",Main!BU41))","v":""},{"$f":"IF($C7=\"\",\"\",IF($C7=Menus_and_Boxes!$D$22,Main!CA41,\"N/A\"))","v":""},{"$f":"IF($C7=\"\",\"\",IF($C7=Menus_and_Boxes!$D$22,Main!CG41,\"N/A\"))","v":""},{"$f":"IF($C7=\"\",\"\",IF($C7=Menus_and_Boxes!$D$22,Main!CM41,\"N/A\"))","v":""},{"$f":"IF($C7=\"\",\"\",IF($C7=Menus_and_Boxes!$D$22,Main!CU41,\"N/A\"))","v":""},"",null,null,null,null,"Cohesive Soil"]
[null,3,{"$f":"IF(OR(Material_3=\"\",D8=\"\"),\"\",Material_3)","v":""},{"$f":"IF(OR(Material_3=\"\",Top_3<=TIP),\"\",E7)","v":""},{"$f":"IF(C8=\"\",\"\",IF(Bottom_3>D8,D8,IF(TIP<Bottom_3,Bottom_3,TIP)))","v":""},{"$f":"IF(C8=\"\",\"\",VLOOKUP(C8,Menus_and_Boxes!$D$16:$E$22,2,FALSE))","v":""},{"$f":"IF($C8=\"\",\"\",IF($C8=Menus_and_Boxes!$D$22,\"N/A\",SPT_Calcs!G27))","v":""},{"$f":"IF($C8=\"\",\"\",IF($C8=Menus_and_Boxes!$D$22,\"N/A\",Main!BU42))","v":""},{"$f":"IF($C8=\"\",\"\",IF($C8=Menus_and_Boxes!$D$22,Main!CA42,\"N/A\"))","v":""},{"$f":"IF($C8=\"\",\"\",IF($C8=Menus_and_Boxes!$D$22,Main!CG42,\"N/A\"))","v":""},{"$f":"IF($C8=\"\",\"\",IF($C8=Menus_and_Boxes!$D$22,Main!CM42,\"N/A\"))","v":""},{"$f":"IF($C8=\"\",\"\",IF($C8=Menus_and_Boxes!$D$22,Main!CU42,\"N/A\"))","v":""},"",null,null,null,null,"Cohesionless Soil"]
[null,4,{"$f":"IF(OR(Material_4=\"\",D9=\"\"),\"\",Material_4)","v":""},{"$f":"IF(OR(Material_4=\"\",Top_4<=TIP),\"\",E8)","v":""},{"$f":"IF(C9=\"\",\"\",IF(Bottom_4>D9,D9,IF(TIP<Bottom_4,Bottom_4,TIP)))","v":""},{"$f":"IF(C9=\"\",\"\",VLOOKUP(C9,Menus_and_Boxes!$D$16:$E$22,2,FALSE))","v":""},{"$f":"IF($C9=\"\",\"\",IF($C9=Menus_and_Boxes!$D$22,\"N/A\",SPT_Calcs!G28))","v":""},{"$f":"IF($C9=\"\",\"\",IF($C9=Menus_and_Boxes!$D$22,\"N/A\",Main!BU43))","v":""},{"$f":"IF($C9=\"\",\"\",IF($C9=Menus_and_Boxes!$D$22,Main!CA43,\"N/A\"))","v":""},{"$f":"IF($C9=\"\",\"\",IF($C9=Menus_and_Boxes!$D$22,Main!CG43,\"N/A\"))","v":""},{"$f":"IF($C9=\"\",\"\",IF($C9=Menus_and_Boxes!$D$22,Main!CM43,\"N/A\"))","v":""},{"$f":"IF($C9=\"\",\"\",IF($C9=Menus_and_Boxes!$D$22,Main!CU43,\"N/A\"))","v":""},""]
[null,5,{"$f":"IF(OR(Material_5=\"\",D10=\"\"),\"\",Material_5)","v":""},{"$f":"IF(OR(Material_5=\"\",Top_5<=TIP),\"\",E9)","v":""},{"$f":"IF(C10=\"\",\"\",IF(Bottom_5>D10,D10,IF(TIP<Bottom_5,Bottom_5,TIP)))","v":""},{"$f":"IF(C10=\"\",\"\",VLOOKUP(C10,Menus_and_Boxes!$D$16:$E$22,2,FALSE))","v":""},{"$f":"IF($C10=\"\",\"\",IF($C10=Menus_and_Boxes!$D$22,\"N/A\",SPT_Calcs!G29))","v":""},{"$f":"IF($C10=\"\",\"\",IF($C10=Menus_and_Boxes!$D$22,\"N/A\",Main!BU44))","v":""},{"$f":"IF($C10=\"\",\"\",IF($C10=Menus_and_Boxes!$D$22,Main!CA44,\"N/A\"))","v":""},{"$f":"IF($C10=\"\",\"\",IF($C10=Menus_and_Boxes!$D$22,Main!CG44,\"N/A\"))","v":""},{"$f":"IF($C10=\"\",\"\",IF($C10=Menus_and_Boxes!$D$22,Main!CM44,\"N/A\"))","v":""},{"$f":"IF($C10=\"\",\"\",IF($C10=Menus_and_Boxes!$D$22,Main!CU44,\"N/A\"))","v":""},""]
[null,6,{"$f":"IF(OR(Material_6=\"\",D11=\"\"),\"\",Material_6)","v":""},{"$f":"IF(OR(Material_6=\"\",Top_6<=TIP),\"\",E10)","v":""},{"$f":"IF(C11=\"\",\"\",IF(Bottom_6>D11,D11,IF(TIP<Bottom_6,Bottom_6,TIP)))","v":""},{"$f":"IF(C11=\"\",\"\",VLOOKUP(C11,Menus_and_Boxes!$D$16:$E$22,2,FALSE))","v":""},{"$f":"IF($C11=\"\",\"\",IF($C11=Menus_and_Boxes!$D$22,\"N/A\",SPT_Calcs!G30))","v":""},{"$f":"IF($C11=\"\",\"\",IF($C11=Menus_and_Boxes!$D$22,\"N/A\",Main!BU45))","v":""},{"$f":"IF($C11=\"\",\"\",IF($C11=Menus_and_Boxes!$D$22,Main!CA45,\"N/A\"))","v":""},{"$f":"IF($C11=\"\",\"\",IF($C11=Menus_and_Boxes!$D$22,Main!CG45,\"N/A\"))","v":""},{"$f":"IF($C11=\"\",\"\",IF($C11=Menus_and_Boxes!$D$22,Main!CM45,\"N/A\"))","v":""},{"$f":"IF($C11=\"\",\"\",IF($C11=Menus_and_Boxes!$D$22,Main!CU45,\"N/A\"))","v":""},"",null,null,null,null,{"$f":"IF(ISERROR(MATCH(\"Cohesionless Soil\",R7:R8,0)),\"No\",\"Yes\")","v":"Yes"}]
[null,7,{"$f":"IF(OR(Material_7=\"\",D12=\"\"),\"\",Material_7)","v":""},{"$f":"IF(OR(Material_7=\"\",Top_7<=TIP),\"\",E11)","v":""},{"$f":"IF(C12=\"\",\"\",IF(Bottom_7>D12,D12,IF(TIP<Bottom_7,Bottom_7,TIP)))","v":""},{"$f":"IF(C12=\"\",\"\",VLOOKUP(C12,Menus_and_Boxes!$D$16:$E$22,2,FALSE))","v":""},{"$f":"IF($C12=\"\",\"\",IF($C12=Menus_and_Boxes!$D$22,\"N/A\",SPT_Calcs!G31))","v":""},{"$f":"IF($C12=\"\",\"\",IF($C12=Menus_and_Boxes!$D$22,\"N/A\",Main!BU46))","v":""},{"$f":"IF($C12=\"\",\"\",IF($C12=Menus_and_Boxes!$D$22,Main!CA46,\"N/A\"))","v":""},{"$f":"IF($C12=\"\",\"\",IF($C12=Menus_and_Boxes!$D$22,Main!CG46,\"N/A\"))","v":""},{"$f":"IF($C12=\"\",\"\",IF($C12=Menus_and_Boxes!$D$22,Main!CM46,\"N/A\"))","v":""},{"$f":"IF($C12=\"\",\"\",IF($C12=Menus_and_Boxes!$D$22,Main!CU46,\"N/A\"))","v":""},""]
[null,8,{"$f":"IF(OR(Material_8=\"\",D13=\"\"),\"\",Material_8)","v":""},{"$f":"IF(OR(Material_8=\"\",Top_8<=TIP),\"\",E12)","v":""},{"$f":"IF(C13=\"\",\"\",IF(Bottom_8>D13,D13,IF(TIP<Bottom_8,Bottom_8,TIP)))","v":""},{"$f":"IF(C13=\"\",\"\",VLOOKUP(C13,Menus_and_Boxes!$D$16:$E$22,2,FALSE))","v":""},{"$f":"IF($C13=\"\",\"\",IF($C13=Menus_and_Boxes!$D$22,\"N/A\",SPT_Calcs!G32))","v":""},{"$f":"IF($C13=\"\",\"\",IF($C13=Menus_and_Boxes!$D$22,\"N/A\",Main!BU47))","v":""},{"$f":"IF($C13=\"\",\"\",IF($C13=Menus_and_Boxes!$D$22,Main!CA47,\"N/A\"))","v":""},{"$f":"IF($C13=\"\",\"\",IF($C13=Menus_and_Boxes!$D$22,Main!CG47,\"N/A\"))","v":""},{"$f":"IF($C13=\"\",\"\",IF($C13=Menus_and_Boxes!$D$22,Main!CM47,\"N/A\"))","v":""},{"$f":"IF($C13=\"\",\"\",IF($C13=Menus_and_Boxes!$D$22,Main!CU47,\"N/A\"))","v":""},""]
[]
[null,"Side Resistance Calculations for Cohesive Soils"]
[]
[null,"Layer\nNo.","Material\nDescription","Top\nElev.\n(ft)","Bottom\nElev.\n(ft)","Depth from NG to Top\n(≥ 5)\n(ft)","Depth from NG\nto Bottom (≥ 5)\n(ft)","SPT\nN160\n(bpf)","SU\n(ksf)","SU / pa","a","qs\n(ksf)","Adjusted Dz\n(ft)","As\n(ft2)","Rs\n(Kips)"]
[null,null,{"$f":"IF(B18=\"\",\"\",VLOOKUP($B18,$B$6:$AAB$13,2,FALSE))","v":""},{"$f":"IF(C18=\"\",\"\",VLOOKUP($B18,$B$6:$AAB$13,3,FALSE))","v":""},{"$f":"IF(D18=\"\",\"\",VLOOKUP($B18,$B$6:$AAB$13,4,FALSE))","v":""},{"$f":"IF(C18=\"\",\"\",IF(NG-D18<5,5,NG-D18))","v":""},{"$f":"IF(C18=\"\",\"\",IF(NG-E18<5,5,NG-E18))","v":""},{"$f":"IF(E18=\"\",\"\",VLOOKUP($B18,$B$6:$AAB$13,7,FALSE))","v":""},{"$f":"IF(C18=\"\",\"\",100*H18/1000)","v":""},{"$f":"IF(C18=\"\",\"\",ROUND(I18/ATM,2))","v":""},{"$f":"IF(B18=\"\",\"\",IF(M18=0,0,IF(J18<=1.5,0.55,0.55-0.1*(J18-1.5))))","v":""},{"$f":"IF(B18=\"\",\"\",ROUND(K18*I18,3))","v":""},{"$f":"IF(B18=\"\",\"\",(G18-F18))","v":""},{"$f":"IF(B18=\"\",\"\",ROUND(PI()*d_DP/12*M18,2))","v":""},{"$f":"IF(B18=\"\",\"\",ROUND(L18*N18,0))","v":""}]
[null,null,{"$f":"IF(B19=\"\",\"\",VLOOKUP(B19,$B$6:$C$13,2,FALSE))","v":""},"","","","","","","","","","","",""]
[null,null,"","","","","","","","","","","","",""]
[null,null,"","","","","","","","","","","","",""]
[null,null,"","","","","","","","","","","","",""]
[null,null,"","","","","","","","","","","","",""]
[null,null,"","","","","","","","","","","","",""]
[null,null,"","","","","","","","","","","","",""]
[null,null,null,null,null,null,null,null,"Total Side Resistance =",null,null,null,null,null,{"$f":"IF(O18=\"\",\"\",SUM(O18:O25))","v":""}]
[null,"Side Resistance Calculations for Cohesionless Soils",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Upper Bound for Unit Skin Friction =",2,"ksf"]
[]
[null,"Layer\nNo.","Material\nDescription","Top\nElev.\n(ft)","Bottom\nElev.\n(ft)","Sand\nor\nGravel?","SPT\nN160\n(bpf)","f'\n(deg)","m","SPT\nN60\n(bpf)","sp /ra","s'p\n(ksf)","s'v\n(ksf)","OCR","Ko","Kp","Adj.\nKo","b","qs\n(ksf)","Dz\n(ft)","As\n(ft2)","Rs\n(Kips)"]
[null,1,{"$f":"IF(B30=\"\",\"\",VLOOKUP($B30,$B$6:$AAB$13,2,FALSE))","v":""},{"$f":"IF(C30=\"\",\"\",VLOOKUP($B30,$B$6:$AAB$13,3,FALSE))","v":""},{"$f":"IF(D30=\"\",\"\",VLOOKUP($B30,$B$6:$AAB$13,4,FALSE))","v":""},{"$f":"IF(B30=\"\",\"\",IF(C30=\"Cohesionless Soil (Gravel)\",\"Gravel\",\"Sand\"))","v":"Sand"},{"$f":"IF(B30=\"\",\"\",VLOOKUP($B30,$B$6:$AAB$13,7,FALSE))","v":""},{"$f":"IF(G30=\"\",\"\",ROUND(27.5+9.2*LOG(G30),0))","v":""},{"$f":"IF(G30=\"\",\"\",IF(RIGHT(C30,12)=\"(Silty Sand)\",0.8,IF(RIGHT(C30,8)=\"(Gravel)\",\"N/A\",0.6)))","v":""},{"$f":"IF(G30=\"\",\"\",VLOOKUP(B30,$B$6:$O$13,6,FALSE))","v":""},{"$f":"IF(G30=\"\",\"\",IF(F30=\"Sand\",ROUND(0.47*J30^I30,2),ROUND(0.15*J30,2)))","v":""},{"$f":"IF(G30=\"\",\"\",ROUND(K30*ATM,3))","v":""},{"$f":"IF($B30=\"\",\"\",VLOOKUP($B30,Design_Stress_Calcs!$B$42:$M$49,12,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(G30=\"\",\"\",ROUND(L30/M30,3))","v":""},{"$f":"IF(G30=\"\",\"\",ROUND((1-SIN(RADIANS(H30)))*N30^SIN(RADIANS(H30)),3))","v":""},{"$f":"IF(G30=\"\",\"\",ROUND(TAN(RADIANS((45+H30/2)))*TAN(RADIANS((45+H30/2))),3))","v":""},{"$f":"IF(O30=\"\",\"\",IF(O30>P30,P30,O30))","v":""},{"$f":"IF(J30=\"\",\"\",ROUND(Q30*TAN(RADIANS(H30)),3))","v":""},{"$f":"IF(G30=\"\",\"\",IF(ROUND(M30*R30,3)>=$V$27,$V$27,ROUND(M30*R30,3)))","v":""},{"$f":"IF(G30=\"\",\"\",D30-E30)","v":""},{"$f":"IF(T30=\"\",\"\",ROUND(PI()*d_DP/12*T30,2))","v":""},{"$f":"IF(U30=\"\",\"\",ROUND(S30*U30,0))","v":""}]
[null,2,"","","","Sand","","",{"$f":"IF(G31=\"\",\"\",IF(RIGHT(C31,12)=\"(Silty Sand)\",0.8,0.6))","v":""},"","","",{"$f":"IF($B31=\"\",\"\",VLOOKUP($B31,Design_Stress_Calcs!$B$42:$M$49,12,FALSE))","v":{"$error":"#N/A"}},"","","","","",{"$f":"IF(G31=\"\",\"\",IF(ROUND(M31*R31,3)>=$V$27,$V$27,ROUND(M31*R31,3)))","v":""},"","",""]
[null,3,"","","","Sand","","","","","","",{"$f":"IF($B32=\"\",\"\",VLOOKUP($B32,Design_Stress_Calcs!$B$42:$M$49,12,FALSE))","v":{"$error":"#N/A"}},"","","","","","","","",""]
[null,null,"","","","","","","","","","",{"$f":"IF($B33=\"\",\"\",VLOOKUP($B33,Design_Stress_Calcs!$B$42:$M$49,12,FALSE))","v":""},"","","","","","","","",""]
[null,null,"","","","","","","","","","",{"$f":"IF($B34=\"\",\"\",VLOOKUP($B34,Design_Stress_Calcs!$B$42:$M$49,12,FALSE))","v":""},"","","","","","","","",""]
[null,null,"","","","","","","","","","",{"$f":"IF($B35=\"\",\"\",VLOOKUP($B35,Design_Stress_Calcs!$B$42:$M$49,12,FALSE))","v":""},"","","","","","","","",""]
[null,null,"","","","","","","","","","",{"$f":"IF($B36=\"\",\"\",VLOOKUP($B36,Design_Stress_Calcs!$B$42:$M$49,12,FALSE))","v":""},"","","","","","","","",""]
[null,null,"","","","","","","","","","",{"$f":"IF($B37=\"\",\"\",VLOOKUP($B37,Design_Stress_Calcs!$B$42:$M$49,12,FALSE))","v":""},"","","","","","","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Side Resistance =",null,null,null,null,null,null,null,{"$f":"IF(V30=\"\",\"\",SUM(V30:V37))","v":""}]
[]
[]
[]
[]
[]
[]
[]
[null,"Side Resistance Calculations (continued)"]
[]
[null,"Side Resistance Calculations for Cohesive IGM"]
[]
[null,"Layer\nNo.","Material\nDescription","Top\nElev.\n(ft)","Bottom\nElev.\n(ft)","Midpoint\nElev.\n(ft)","Top of Shaft Elev.\n(ft)","z*\n(ft)","sn\n(ksf)","sn /pa","aFig","SPT\nN160\n(bpf)","fRC\n(deg)","acor","qu\n(ksf)","j","qs_calc\n(ksf)","qs_cor\n(ksf)","Dz\n(ft)","As\n(ft2)","Rs\n(Kips)"]
[null,null,{"$f":"IF(B51=\"\",\"\",VLOOKUP($B51,$B$6:$AAB$13,2,FALSE))","v":""},{"$f":"IF(C51=\"\",\"\",VLOOKUP($B51,$B$6:$AAB$13,3,FALSE))","v":""},{"$f":"IF(D51=\"\",\"\",VLOOKUP($B51,$B$6:$AAB$13,4,FALSE))","v":""},{"$f":"IF(B51=\"\",\"\",ROUND((D51+E51)/2,2))","v":""},{"$f":"IF($B51=\"\",\"\",TOP)","v":""},{"$f":"IF($B51=\"\",\"\",IF(TOP-F51>40,40,ROUND(TOP-F51,2)))","v":""},{"$f":"IF($B51=\"\",\"\",ROUND(0.65*gamma_c*H51,3))","v":""},{"$f":"IF($B51=\"\",\"\",ROUND(I51/ATM,3))","v":""},{"$f":"IF($B51=\"\",\"\",Side!BF181)","v":""},{"$f":"IF(B51=\"\",\"\",VLOOKUP($B51,$B$6:$AAB$13,7,FALSE))","v":""},{"$f":"IF($B51=\"\",\"\",ROUND(27.5+9.2*LOG(L51),1))","v":""},{"$f":"IF($B51=\"\",\"\",ROUND(K51*TAN(RADIANS(M51))/TAN(RADIANS(30)),2))","v":""},{"$f":"IF($B51=\"\",\"\",ROUND(200*L51/1000,3))","v":""},{"$f":"IF($B51=\"\",\"\",0.45)","v":""},{"$f":"IF($B51=\"\",\"\",ROUND(N51*O51*P51,3))","v":""},{"$f":"IF($B51=\"\",\"\",IF(Q51<2.75,2.75,Q51))","v":""},{"$f":"IF($B51=\"\",\"\",ROUND(D51-E51,2))","v":""},{"$f":"IF($B51=\"\",\"\",ROUND(PI()*d_DP/12*S51,2))","v":""},{"$f":"IF(E51=\"\",\"\",ROUND(R51*T51,0))","v":""}]
[null,null,"","","","","","","","",{"$f":"IF($B52=\"\",\"\",Side!BF182)","v":""},"","","","","","","","","",""]
[null,null,"","","","","","","","",{"$f":"IF($B53=\"\",\"\",Side!BF183)","v":""},"","","","","","","","","",""]
[null,null,"","","","","","","","",{"$f":"IF($B54=\"\",\"\",Side!BF184)","v":""},"","","","","","","","","",""]
[null,null,"","","","","","","","",{"$f":"IF($B55=\"\",\"\",Side!BF185)","v":""},"","","","","","","","","",""]
[null,null,"","","","","","","","",{"$f":"IF($B56=\"\",\"\",Side!BF186)","v":""},"","","","","","","","","",""]
[null,null,"","","","","","","","",{"$f":"IF($B57=\"\",\"\",Side!BF187)","v":""},"","","","","","","","","",""]
[null,null,"","","","","","","","",{"$f":"IF($B58=\"\",\"\",Side!BF188)","v":""},"","","","","","","","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Side Resistance =",null,null,null,null,{"$f":"IF(U51=\"\",\"\",SUM(U51:U58))","v":""}]
[]
[null,"Side Resistance Calculations for Weathered and Hard Rock"]
[]
[null,"Layer\nNo.","Material\nDescription","Top\nElev.\n(ft)","Bottom\nElev.\n(ft)","AASHTO Equation Used",null,"RQD\n(%)","GSI","C","aE","qu\n(ksf)","HR\nqs\n(ksf)","WR\nqs\n(ksf)","Layer\nqs\n(ksf)","Dz\n(ft)","As\n(ft2)","HR\nRs\n(Kips)","WR\nRs\n(Kips)","\nRs\n(Kips)"]
[null,null,{"$f":"IF(B64=\"\",\"\",IF(I64<Min_GSI,VLOOKUP($B64,$B$6:$AAB$13,2,FALSE)&\"*\",VLOOKUP($B64,$B$6:$AAB$13,2,FALSE)))","v":""},{"$f":"IF(C64=\"\",\"\",VLOOKUP($B64,$B$6:$AAB$13,3,FALSE))","v":""},{"$f":"IF(D64=\"\",\"\",VLOOKUP($B64,$B$6:$AAB$13,4,FALSE))","v":""},{"$f":"Side!AP247","v":0},null,{"$f":"IF(OR(B64=\"\",F64=$I$75),\"\",IF(OR(F64=\"N/A\",F64=$I$79),\"N/A\",VLOOKUP(B64,$B$6:$I$13,8,FALSE)))","v":""},{"$f":"IF(B64=\"\",\"\",VLOOKUP(B64,$B$6:$K$13,9,FALSE))","v":""},{"$f":"IF(B64=\"\",0,1)","v":0},{"$f":"IF(OR(F64=$I$75,B64=\"\"),\"\",IF(OR(H64=\"N/A\",F64=$I$76,I64<Min_GSI,F64=$I$76),\"N/A\",C82))","v":""},{"$f":"IF(OR(B64=\"\",F64=$I$75),\"\",IF(OR(I64<Min_GSI,C64=\"Weathered Rock\"),\"N/A\",IF(VLOOKUP(B64,$B$6:$L$13,10,FALSE)>f_c*144,f_c*144,VLOOKUP(B64,$B$6:$L$13,10,FALSE))))","v":""},{"$f":"IF($C64=\"\",\"\",IF(OR(F64=$I$75,$C64=\"Weathered Rock\",H64=\"N/A\"),0,IF(F64=$I$76,J64*SQRT(L64/ATM)*ATM,(0.65*Side_Calcs!K64*SQRT(Side_Calcs!L64/ATM))*ATM)))","v":""},{"$f":"IF(B64=\"\",\"\",IF(AND(C64=\"Hard Rock\",I64>=Min_GSI),0,8))","v":""},{"$f":"IF(OR(B64=\"\",F64=$I$75),\"\",M64+N64)","v":""},{"$f":"IF(OR(B64=\"\",F64=$I$75),\"\",D64-E64)","v":""},{"$f":"IF(OR(B64=\"\",F64=$I$75),\"\",ROUND(PI()*(d_DP-2)/12*P64,2))","v":""},{"$f":"IF($B64=\"\",\"\",IF(OR(F64=$I$75),0,ROUND(M64*$Q64,0)))","v":""},{"$f":"IF($B64=\"\",\"\",IF(OR(F64=$I$75),0,ROUND($N64*$Q64,0)))","v":""},{"$f":"IF($B64=\"\",\"\",IF(F64=$I$75,0,R64+S64))","v":""}]
[null,null,"","","",{"$f":"Side!AP248","v":0},null,"","",0,"","",{"$f":"IF($C65=\"\",\"\",IF(OR(F65=$I$75,$C65=\"Weathered Rock\",H65=\"N/A\"),0,IF(F65=$I$76,J65*SQRT(L65/ATM)*ATM,(0.65*Side_Calcs!K65*SQRT(Side_Calcs!L65/ATM))*ATM)))","v":""},"","",{"$f":"IF(OR(B65=\"\",F65=$I$75),\"\",D65-E65)","v":""},"",{"$f":"IF($B65=\"\",\"\",IF(OR(F65=$I$75),0,ROUND(M65*$Q65,0)))","v":""},{"$f":"IF($B65=\"\",\"\",IF(OR(F65=$I$75),0,ROUND($N65*$Q65,0)))","v":""},""]
[null,null,"","","",{"$f":"Side!AP249","v":0},null,"","",0,"","",{"$f":"IF($C66=\"\",\"\",IF(OR(F66=$I$75,$C66=\"Weathered Rock\",H66=\"N/A\"),0,IF(F66=$I$76,J66*SQRT(L66/ATM)*ATM,(0.65*Side_Calcs!K66*SQRT(Side_Calcs!L66/ATM))*ATM)))","v":""},"","",{"$f":"IF(OR(B66=\"\",F66=$I$75),\"\",D66-E66)","v":""},"","","",""]
[null,null,"","","",{"$f":"Side!AP250","v":0},null,"","",0,"","",{"$f":"IF($C67=\"\",\"\",IF(OR(F67=$I$75,$C67=\"Weathered Rock\",H67=\"N/A\"),0,IF(F67=$I$76,J67*SQRT(L67/ATM)*ATM,(0.65*Side_Calcs!K67*SQRT(Side_Calcs!L67/ATM))*ATM)))","v":""},"","","","","","",""]
[null,null,"","","",{"$f":"Side!AP251","v":0},null,"","",0,"","",{"$f":"IF($C68=\"\",\"\",IF(OR(F68=$I$75,$C68=\"Weathered Rock\",H68=\"N/A\"),0,IF(F68=$I$76,J68*SQRT(L68/ATM)*ATM,(0.65*Side_Calcs!K68*SQRT(Side_Calcs!L68/ATM))*ATM)))","v":""},"","","","","","",""]
[null,null,"","","",{"$f":"Side!AP252","v":0},null,"","",0,"","",{"$f":"IF($C69=\"\",\"\",IF(OR(F69=$I$75,$C69=\"Weathered Rock\",H69=\"N/A\"),0,IF(F69=$I$76,J69*SQRT(L69/ATM)*ATM,(0.65*Side_Calcs!K69*SQRT(Side_Calcs!L69/ATM))*ATM)))","v":""},"","","","","","",""]
[null,null,"","","",{"$f":"Side!AP253","v":0},null,"","",0,"","",{"$f":"IF($C70=\"\",\"\",IF(OR(F70=$I$75,$C70=\"Weathered Rock\",H70=\"N/A\"),0,IF(F70=$I$76,J70*SQRT(L70/ATM)*ATM,(0.65*Side_Calcs!K70*SQRT(Side_Calcs!L70/ATM))*ATM)))","v":""},"","","","","","",""]
[null,null,"","","",{"$f":"Side!AP254","v":0},null,"","",0,"","",{"$f":"IF($C71=\"\",\"\",IF(OR(F71=$I$75,$C71=\"Weathered Rock\",H71=\"N/A\"),0,IF(F71=$I$76,J71*SQRT(L71/ATM)*ATM,(0.65*Side_Calcs!K71*SQRT(Side_Calcs!L71/ATM))*ATM)))","v":""},"","","","","","",""]
[null,null,{"$f":"AND(C64<>\"\",F64<>0)","v":false},{"$error":"#N/A"},{"$error":"#N/A"},null,null,{"$f":"COUNTIF(I64:I71,\"<\" & Min_GSI)","v":0},null,null,null,"Total Side Resistance =",null,null,null,null,{"$f":"IF(R64=\"\",\"\",SUM(R64:R71))","v":""},{"$f":"IF(S64=\"\",\"\",SUM(S64:S71))","v":""},{"$f":"IF(AND(Q72=\"\",R72=\"\"),\"\",Q72+R72)","v":""}]
[null,"Determining Page Number on Side Resistance Sheets"]
[null,null,null,null,null,null,null,null,"AASHTO Equaiton Menu",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($B66=\"\",\"\",IF($J66=1,1,VLOOKUP($J66,$F$84:$G$88,2,TRUE)+($J66-VLOOKUP($J66,$F$84:$G$88,1,TRUE))/(INDEX($F$84:$F$88,MATCH(VLOOKUP($J66,$F$84:$G$88,1,TRUE),$F$84:$F$88)+1)-VLOOKUP($J66,$F$84:$G$88,1,TRUE))*(INDEX($G$84:$G$88,MATCH(VLOOKUP($J66,$F$84:$G$88,2,TRUE),$G$84:$G$88)+1)-INDEX($G$84:$G$88,MATCH(VLOOKUP($J66,$F$84:$G$88,2,TRUE),$G$84:$G$88)))))","v":""}]
[null,"Side Resistance Sheet",null,"Page Value",null,"Page No.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($B67=\"\",\"\",IF($J67=1,1,VLOOKUP($J67,$F$84:$G$88,2,TRUE)+($J67-VLOOKUP($J67,$F$84:$G$88,1,TRUE))/(INDEX($F$84:$F$88,MATCH(VLOOKUP($J67,$F$84:$G$88,1,TRUE),$F$84:$F$88)+1)-VLOOKUP($J67,$F$84:$G$88,1,TRUE))*(INDEX($G$84:$G$88,MATCH(VLOOKUP($J67,$F$84:$G$88,2,TRUE),$G$84:$G$88)+1)-INDEX($G$84:$G$88,MATCH(VLOOKUP($J67,$F$84:$G$88,2,TRUE),$G$84:$G$88)))))","v":""}]
[null,"Cohesive Soils Sheet",null,{"$f":"IF(O26=\"\",0,1)","v":0},null,{"$f":"IF(D76=0,\"\",1+D76)","v":""},null,null,"10.8.3.5.4b-1 (all joints)"]
[null,"Cohesionless Soils Sheet",null,{"$f":"IF(V38=\"\",0,1)","v":0},null,{"$f":"IF(D77=0,\"\",1+SUM(D75:D77))","v":""},null,null,"10.8.3.5.4b-2 (open joints)"]
[null,"Cohesive IGM Sheet",null,{"$f":"IF(U59=\"\",0,1)","v":0},null,{"$f":"IF(D78=0,\"\",1+SUM(D76:D78))","v":""},null,null,"10.8.3.5.4b-2 (closed joints)"]
[null,"Hard and Weathered Rock Sheet",null,{"$f":"IF(S72=\"\",0,1)","v":0},null,{"$f":"IF(D79=0,\"\",1+SUM(D76:D79))","v":""},null,null,"N/A"]
[]
[null,"Layer\nNo.","Interpolated\naE",null,"Table 10.8.3.5.4b-1",null,null,null,null,"RQD","aE"]
[null,{"$f":"B64","v":0},{"$f":"IF(B64=\"\",\"\",IF(H64<20,0.45,IF(F64=$I$78,VLOOKUP(H64,$J$83:$L$163,2,FALSE),VLOOKUP(H64,$J$83:$L$163,3,FALSE))))","v":""},null,"RQD","aE",null,null,null,null,"Closed","Open"]
[null,{"$f":"B65","v":0},{"$f":"IF(B65=\"\",\"\",IF(H65<20,0.45,IF(F65=$I$78,VLOOKUP(H65,$J$83:$L$163,2,FALSE),VLOOKUP(H65,$J$83:$L$163,3,FALSE))))","v":""},null,null,"Closed","Open",null,null,100,1,0.85]
[null,0,"",null,100,1,0.85,null,null,99,1,0.83]
[null,0,"",null,70,0.85,0.55000000000000004,null,null,98,1,0.82]
[null,0,"",null,50,0.6,0.55000000000000004,null,null,97,1,0.8]
[null,0,"",null,30,0.5,0.5,null,null,96,1,0.79]
[null,0,"",null,20,0.45,0.45,null,null,95,0.99,0.78]
[null,0,"",null,null,null,null,null,null,94,0.99,0.76]
[null,null,null,null,null,null,null,null,null,93,0.99,0.75]
[null,null,null,null,null,null,null,null,null,92,0.99,0.73]
[null,null,null,null,null,null,null,null,null,91,0.98,0.72]
[null,null,null,null,null,null,null,null,null,90,0.98,0.71]
[null,null,null,null,null,null,null,null,null,89,0.98,0.7]
[null,null,null,null,null,null,null,null,null,88,0.97,0.69]
[null,null,null,null,null,null,null,null,null,87,0.97,0.68]
[null,null,null,null,null,null,null,null,null,86,0.96,0.67]
[null,null,null,null,null,null,null,null,null,85,0.96,0.66]
[null,null,null,null,null,null,null,null,null,84,0.95,0.65]
[null,null,null,null,null,null,null,null,null,83,0.95,0.64]
[null,null,null,null,null,null,null,null,null,82,0.94,0.63]
[null,null,null,null,null,null,null,null,null,81,0.94,0.62]
[null,null,null,null,null,null,null,null,null,80,0.93,0.61]
[null,null,null,null,null,null,null,null,null,79,0.92,0.6]
[null,null,null,null,null,null,null,null,null,78,0.92,0.59]
[null,null,null,null,null,null,null,null,null,77,0.91,0.59]
[null,null,null,null,null,null,null,null,null,76,0.9,0.57999999999999996]
[null,null,null,null,null,null,null,null,null,75,0.89,0.57999999999999996]
[null,null,null,null,null,null,null,null,null,74,0.89,0.56999999999999995]
[null,null,null,null,null,null,null,null,null,73,0.88,0.56000000000000005]
[null,null,null,null,null,null,null,null,null,72,0.87,0.56000000000000005]
[null,null,null,null,null,null,null,null,null,71,0.86,0.55000000000000004]
[null,null,null,null,null,null,null,null,null,70,0.85,0.55000000000000004]
[null,null,null,null,null,null,null,null,null,69,0.84,0.55000000000000004]
[null,null,null,null,null,null,null,null,null,68,0.83,0.54]
[null,null,null,null,null,null,null,null,null,67,0.82,0.54]
[null,null,null,null,null,null,null,null,null,66,0.81,0.54]
[null,null,null,null,null,null,null,null,null,65,0.79,0.54]
[null,null,null,null,null,null,null,null,null,64,0.78,0.54]
[null,null,null,null,null,null,null,null,null,63,0.77,0.54]
[null,null,null,null,null,null,null,null,null,62,0.75,0.54]
[null,null,null,null,null,null,null,null,null,61,0.74,0.54]
[null,null,null,null,null,null,null,null,null,60,0.72,0.54]
[null,null,null,null,null,null,null,null,null,59,0.71,0.54]
[null,null,null,null,null,null,null,null,null,58,0.69,0.55000000000000004]
[null,null,null,null,null,null,null,null,null,57,0.68,0.55000000000000004]
[null,null,null,null,null,null,null,null,null,56,0.67,0.55000000000000004]
[null,null,null,null,null,null,null,null,null,55,0.65,0.55000000000000004]
[null,null,null,null,null,null,null,null,null,54,0.64,0.55000000000000004]
[null,null,null,null,null,null,null,null,null,53,0.63,0.55000000000000004]
[null,null,null,null,null,null,null,null,null,52,0.62,0.55000000000000004]
[null,null,null,null,null,null,null,null,null,51,0.61,0.55000000000000004]
[null,null,null,null,null,null,null,null,null,50,0.6,0.55000000000000004]
[null,null,null,null,null,null,null,null,null,49,0.59,0.55000000000000004]
[null,null,null,null,null,null,null,null,null,48,0.57999999999999996,0.55000000000000004]
[null,null,null,null,null,null,null,null,null,47,0.57999999999999996,0.55000000000000004]
[null,null,null,null,null,null,null,null,null,46,0.56999999999999995,0.54]
[null,null,null,null,null,null,null,null,null,45,0.56000000000000005,0.54]
[null,null,null,null,null,null,null,null,null,44,0.56000000000000005,0.54]
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[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"Tip_Calcs!$C$32","v":1},null,null,"OF",null,null,null,{"$f":"IF(DA5=\"\",\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,null,null,"Note: Hard Rock Layers with a poor surface quality (GSI < 30) will be modeled as weathered rock with an N60 = 600 blows/ft."]
[]
[null,null,null,"Tip Resistance in Weathered Rock"]
[]
[null,null,null,null,null,null,null,"Rp =","(qp)(Ap)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5-2"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"qp =","unit tip resistance (ksf)"]
[null,null,null,null,null,null,null,null,null,null,null,"=","(NC)(SU)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5.1c-1"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NC =","cohesion bearing capacity factor",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nc = 9 for Weathered Rock per NCDOT Policy"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU =","undrained shear strength of material below drilled pier tip (ksf)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=","0.23(OCR)0.8(s'vo)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mayne and Harris, 1993 (after Jamiolkowski, et al., 1985)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"OCR =","(s'p)/(s'vo)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"s'p =","0.47(N60)0.8(ra)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5.2b-4"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"N60 =","SPT-N value corrected for hammer efficiency",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"N60 limited to 600 blows/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ra =","atmospheric pressure (2.12 ksf)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"s'vo =","effective vertical stress at drilled pier tip as defined in FHWA GEC 010 pages 13-46"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,"Ap =","area of drilled pier tip resistance (ft2)"]
[null,null,null,null,null,null,null,null,null,null,null,"=","(p)(B2)/4"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"B =",{"$f":"\"diameter of drilled pier (subtract 2 inches to account for possible reduction of drilled pier in rock)\"","v":"diameter of drilled pier (subtract 2 inches to account for possible reduction of drilled pier in rock)"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"\"(\" & d_DP & \" inches  - 2 inches) / 12 inches per ft = \" & ROUND((d_DP-2)/12,2) & \" ft\"","v":"( inches  - 2 inches) / 12 inches per ft = -0.17 ft"}]
[]
[]
[null,null,null,null,null,null,null,null,null,null,"Tip\nElevation\n(ft)",null,null,null,null,null,null,null,null,null,"NC",null,null,null,null,null,null,null,"N60",null,null,null,null,null,null,null,"s'p\n(ksf)",null,null,null,null,null,null,null,null,null,"s'vo\n(ksf)",null,null,null,null,null,null,null,null,null,"OCR",null,null,null,null,null,null,null,null,"SU\n(ksf)",null,null,null,null,null,null,null,null,null,"qp\n(ksf)",null,null,null,null,null,null,null,null,null,"Ap\n(ft2)",null,null,null,null,null,null,null,null,null,"Rp\n(kips)"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!C21","v":""},null,null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!D21","v":""},null,null,null,null,null,null,null,{"$f":"Tip_Calcs!E21","v":""},null,null,null,null,null,null,null,{"$f":"Tip_Calcs!F21","v":""},null,null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!G21","v":""},null,null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!H21","v":""},null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!I21","v":""},null,null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!J21","v":0},null,null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!K21","v":0},null,null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!L21","v":0}]
[]
[null,null,null,"Summary of Nominal and Factored Side Resistance"]
[]
[null,null,null,null,null,null,{"$f":"Dev_Res!B6","v":"Material Type"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nominal Side Resistance\n(kips)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resistance Factor\nfrom AASHTO\nTable 10.5.5.2.4-1",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Side Resistance\n(kips)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Percentage of Side Resistance produced by Material Type"]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$7","v":"Cohesive Soil"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$7","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$7","v":0.45},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$7","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$7/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$8","v":"Cohesionless Soil"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$8","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$8","v":0.55000000000000004},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$8","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$8/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$9","v":"Cohesive\nIGM"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$9","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$9","v":0.6},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$9","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$9/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$10","v":"Weathered Rock"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$10","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$10","v":0.6},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$10","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$10/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$11","v":"Hard Rock"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$11","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$11","v":0.55000000000000004},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$11","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$11/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"Total",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM($Z$46:$AR$50)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM($BL$46:$CD$50)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM($CE$46:$DC$50)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$G$14","v":""}]
[]
[]
[null,null,null,"Summary of Total Nominal and Factored Tip Resistance"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Nominal Tip Resistance =",{"$f":"Dev_Res!M32","v":0},null,null,null,null,null,null,null,null,null,"kips",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$O$32","v":"the drilled pier is bearing on Cohesive Soil"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Tip Resistance Factor =",{"$f":"Dev_Res!M33","v":0.4},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$O$33","v":"for Cohesive Soil, see AASHTO Table 10.5.5.2.4-1."}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Factored Tip Resistance =",{"$f":"Dev_Res!M34","v":0},null,null,null,null,null,null,null,null,null,"kips"]
[null,null,null,null,null,null,{"$f":"Dev_Res!$O$34","v":""}]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"Tip_Calcs!$C$33","v":2},null,null,"OF",null,null,null,{"$f":"IF(DA69=\"\",\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,"Required Factored Resistance"]
[]
[null,null,null,null,null,null,null,null,null,"Rreq =","Pr + gDC(WColumn + WPier) - gWAWWater - gDCWSoil/Rock  ≥ Pr",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Required Factored Resistance"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Pr =",{"$f":"FIXED(Dev_Res!$C$64,0,FALSE) & \" kips\"","v":"0 kips"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Maximum Factored Axial Load Reported by Structure Design"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gDC =",{"$f":"Dev_Res!$C$65","v":1.25},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factor for Permanent Dead Loads, from AASHTO Table 3.4.1-2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gWA =",{"$f":"Dev_Res!$C$66","v":1},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factor for Water Loads, from AASHTO Table 3.4.1-1"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WColumn =","(AColumn)(LColumn)(gc)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Weight of Column"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AColumn =",{"$f":"A_column & \" ft^2\"","v":"0 ft^2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area of Column"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"LColumn =",{"$f":"L_column & \" ft\"","v":"0 ft"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Length of Column"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gc =",{"$f":"FIXED(gamma_c,3) & \" kcf\"","v":"0.150 kcf"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unit Weight of Concrete"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"Dev_Res!$C$70 & \" kips\"","v":"0 kips"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WPier =","(APier)(LPier)(gc)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Weight of Drilled Pier"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"APier =",{"$f":"A_DP & \" ft^2\"","v":"0 ft^2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area of Drilled Pier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"LPier =",{"$f":"L_DP & \" ft\"","v":"0 ft"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Length of Drilled Pier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gc =",{"$f":"FIXED(gamma_c,3) & \" kcf\"","v":"0.150 kcf"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unit Weight of Concrete"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"Dev_Res!$C$74 & \" kips\"","v":"0 kips"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WWater =","(APier)(zw)(gw)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Weight of Water Displaced by Drilled Pier"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"APier =",{"$f":"A_DP & \" ft^2\"","v":"0 ft^2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area of Drilled Pier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"zw =",{"$f":"Dev_Res!$C$79 & \" ft\"","v":"0 ft"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Depth from water surface to the drilled pier tip"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gw =",{"$f":"FIXED(gamma_w,4) & \" kcf\"","v":"0.0624 kcf"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unit Weight of Water"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"Dev_Res!$C$81 & \" kips\"","v":"0 kips"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WSoil/Rock =","(APier)(s'vo)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Effective Weight of Soil / Rock that will be displaced"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"APier =",{"$f":"A_DP & \" ft^2\"","v":"0 ft^2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area of Drilled Pier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"s'vo =",{"$f":"FIXED(Dev_Res!$C$75,3,FALSE) & \" ksf\"","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"effective vertical stress at drilled pier tip as defined in FHWA GEC 010 pages 13-46"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WSoil/Rock =",{"$f":"Dev_Res!$C$77 & \" kips\"","v":{"$error":"#N/A"}}]
[]
[null,null,null,null,null,null,null,null,null,"Rreq =",{"$f":"Dev_Res!$G$88","v":{"$error":"#N/A"}}]
[]
[null,null,null,"Load Transfer of Side and Tip Resistance"]
[]
[null,null,null,null,{"$f":"Dev_Res!$B$24","v":"The majority of the side resistance is produced by Cohesive Material, use AASHTO Figure 10.8.2.2.2.1 to predict the normalized load transfer for side resistance."}]
[]
[]
[null,null,null,null,{"$f":"Dev_Res!$B$45","v":"The drilled pier tip is bearing on Cohesive Material, use AASHTO Figure 10.8.2.2.2.2 to predict the normalized load transfer for tip resistance."}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"Tip_Calcs!$C$34","v":3},null,null,"OF",null,null,null,{"$f":"IF(DA134=\"\",\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,"Load Transfer of Side and Tip Resistance (continued)"]
[]
[null,null,null,"Dz / D\n(%)",null,null,null,null,null,null,null,null,"Normalized Side Transfer",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Normalized Tip Transfer"]
[null,null,null,null,null,null,null,null,null,null,null,null,"Rsd / Rs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rpd / Rp"]
[null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$H$50","v":"AASHTO Figure 10.8.2.2.2.1"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$H$51","v":"AASHTO Figure 10.8.2.2.2.2"}]
[null,null,null,{"$f":"Dev_Res!$C96*100","v":0},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E96","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F96","v":0}]
[null,null,null,{"$f":"Dev_Res!$C97*100","v":0.3},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E97","v":0.83},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F97","v":0.25}]
[null,null,null,{"$f":"Dev_Res!$C98*100","v":0.6},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E98","v":0.95},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F98","v":0.42}]
[null,null,null,{"$f":"Dev_Res!$C99*100","v":1},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E99","v":0.93},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F99","v":0.57999999999999996}]
[null,null,null,{"$f":"Dev_Res!$C100*100","v":1.3},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E100","v":0.91},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F100","v":0.65}]
[null,null,null,{"$f":"Dev_Res!$C101*100","v":1.6},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E101","v":0.88},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F101","v":0.72}]
[null,null,null,{"$f":"Dev_Res!$C102*100","v":2},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E102","v":0.83},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F102","v":0.81}]
[null,null,null,{"$f":"Dev_Res!$C103*100","v":5},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E103","v":0.55000000000000004},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F103","v":0.98}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Dz / D =","total settlement / drilled pier diameter"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Rsd / Rs =","developed side resistance / total nominal side resistance"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Rpd / Rp =","developed tip resistance / total nominal tip resistance"]
[]
[null,null,null,"Developed Factored Resistance, (Rrd)"]
[]
[null,null,null,null,"Use the normalized load transfer values along with the total factored side and tip resistance values to calculate the developed side and tip resistance at different vertical displacements. The developed factored resistance must be greater than or equal to the required axial resistance, (Rrd ≥ Rreq)."]
[]
[null,null,null,null,null,"Dz",null,null,null,null,null,"D\n(in)",null,null,null,null,null,null,"Dz\n(in)",null,null,null,null,null,null,"jqsRs\n(kips)",null,null,null,null,null,null,null,null,"Rsd",null,null,null,null,null,"jqsRsd\n(kips)",null,null,null,null,null,null,null,"jqpRp\n(kips)",null,null,null,null,null,null,null,null,"Rpd",null,null,null,null,null,"jqpRpd\n(kips)",null,null,null,null,null,null,null,"Rrd\n(kips)",null,null,null,null,null,null,null,"Rreq\n(kips)",null,null,null,null,null,null,null,"Axial Resistance Requirement Satisfied"]
[null,null,null,null,null,"D",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rp"]
[null,null,null,null,{"$f":"Dev_Res!C97","v":3.0000000000000001E-3},null,null,null,null,null,null,{"$f":"d_DP","v":0},null,null,null,null,null,null,{"$f":"Dev_Res!$D$97","v":0},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$97","v":0.83},null,null,null,null,null,null,{"$f":"Dev_Res!$J$97","v":0},null,null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$M$34,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$97","v":0.25},null,null,null,null,null,null,{"$f":"Dev_Res!$K$97","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$L$97","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$83","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$97","v":{"$error":"#N/A"}}]
[null,null,null,null,{"$f":"Dev_Res!C98","v":6.0000000000000001E-3},null,null,null,null,null,null,0,null,null,null,null,null,null,{"$f":"Dev_Res!$D$98","v":0},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$98","v":0.95},null,null,null,null,null,null,{"$f":"Dev_Res!$J$98","v":0},null,null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$M$34,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$98","v":0.42},null,null,null,null,null,null,{"$f":"Dev_Res!$K$98","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$L$98","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$83","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$98","v":{"$error":"#N/A"}}]
[null,null,null,null,{"$f":"Dev_Res!C99","v":0.01},null,null,null,null,null,null,0,null,null,null,null,null,null,{"$f":"Dev_Res!$D$99","v":0},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$99","v":0.93},null,null,null,null,null,null,{"$f":"Dev_Res!$J$99","v":0},null,null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$M$34,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$99","v":0.57999999999999996},null,null,null,null,null,null,{"$f":"Dev_Res!$K$99","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$L$99","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$83","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$99","v":{"$error":"#N/A"}}]
[null,null,null,null,{"$f":"Dev_Res!C100","v":1.2999999999999999E-2},null,null,null,null,null,null,0,null,null,null,null,null,null,{"$f":"Dev_Res!$D$100","v":0},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$100","v":0.91},null,null,null,null,null,null,{"$f":"Dev_Res!$J$100","v":0},null,null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$M$34,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$100","v":0.65},null,null,null,null,null,null,{"$f":"Dev_Res!$K$100","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$L$100","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$83","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$100","v":{"$error":"#N/A"}}]
[null,null,null,null,{"$f":"Dev_Res!C101","v":1.6E-2},null,null,null,null,null,null,0,null,null,null,null,null,null,{"$f":"Dev_Res!$D$101","v":0},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$101","v":0.88},null,null,null,null,null,null,{"$f":"Dev_Res!$J$101","v":0},null,null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$M$34,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$101","v":0.72},null,null,null,null,null,null,{"$f":"Dev_Res!$K$101","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$L$101","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$83","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$101","v":{"$error":"#N/A"}}]
[null,null,null,null,{"$f":"Dev_Res!C102","v":0.02},null,null,null,null,null,null,0,null,null,null,null,null,null,{"$f":"Dev_Res!$D$102","v":0},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$102","v":0.83},null,null,null,null,null,null,{"$f":"Dev_Res!$J$102","v":0},null,null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$M$34,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$102","v":0.81},null,null,null,null,null,null,{"$f":"Dev_Res!$K$102","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$L$102","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$83","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$102","v":{"$error":"#N/A"}}]
[null,null,null,null,{"$f":"Dev_Res!C103","v":0.05},null,null,null,null,null,null,0,null,null,null,null,null,null,{"$f":"Dev_Res!$D$103","v":0},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$103","v":0.55000000000000004},null,null,null,null,null,null,{"$f":"Dev_Res!$J$103","v":0},null,null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$M$34,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$103","v":0.98},null,null,null,null,null,null,{"$f":"Dev_Res!$K$103","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$L$103","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$83","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$103","v":{"$error":"#N/A"}}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,"jqsRs =","total factored side resistance"]
[null,null,null,null,null,null,null,null,null,null,null,null,"jqpRp =","total factored tip resistance"]
[null,null,null,null,null,null,null,null,null,null,null,null,"jqsRsd =","developed factored side resistance"]
[null,null,null,null,null,null,null,null,null,null,null,null,"=","(Rsd/Rs)(jqsRs)"]
[null,null,null,null,null,null,null,null,null,null,null,null,"jqpRpd =","developed factored tip resistance"]
[null,null,null,null,null,null,null,null,null,null,null,null,"=","(Rpd/Rp)(jqpRp)"]
[]
[null,null,{"$f":"Dev_Res!$E$112","v":{"$error":"#N/A"}}]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Developed Factored Side Resistance =",{"$f":"IF(Dev_Res!$F$105=\"N/A\",Dev_Res!$F$105,FIXED(Dev_Res!$F$105,0,FALSE) & \" kips\")","v":"N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Developed Factored Tip Resistance =",{"$f":"IF(Dev_Res!$F$106=\"N/A\",Dev_Res!$F$106,FIXED(Dev_Res!$F$106,0,FALSE) & \" kips\")","v":"N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Developed Factored Total Resistance =",{"$f":"IF(Dev_Res!$F$107=\"N/A\",Dev_Res!$F$107,FIXED(Dev_Res!$F$107,0,FALSE) & \" kips\")","v":"N/A"}]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"Tip_Calcs!$C$35","v":4},null,null,"OF",null,null,null,{"$f":"IF(DA191=\"\",\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,"Required Tip Resistance"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"qreq =","required tip resistance (rounded up to the nearest 10 ksf or 5 tsf)"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NCDOT policy"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rr =","required factored geotechnical resistance (kips)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"jqsRsd =","factored developed side resistance (kips)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AT =","area of drilled pier tip (ft2)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"jqp =","tip resistance factor"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"qp =","unit tip resistance (ksf)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rreq\n(kips)",null,null,null,null,null,null,null,null,null,"jqsRsd\n(kips)",null,null,null,null,null,null,null,null,null,"ATip\n(ft2)",null,null,null,null,null,null,null,null,null,"jqp",null,null,null,null,null,null,null,null,null,"qp\n(ksf)",null,null,null,null,null,null,null,null,null,"qreq\n(ksf)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$179","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$179","v":"N/A"},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$179","v":0},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$179","v":0.4},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$179","v":0},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$G$179","v":"N/A"}]
[null,{"$f":"Dev_Res!$B$186","v":"Revise the drilled pier design"}]

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[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"Tip_Calcs!$C$32","v":1},null,null,"OF",null,null,null,{"$f":"IF(DA5=\"\",\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,"Tip Resistance in Cohesive Material"]
[]
[null,null,null,null,null,null,null,"Rp =","(qp)(Ap)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5-2"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"qp =","unit tip resistance (ksf)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"qp ≤ 80 ksf per AASHTO"]
[null,null,null,null,null,null,null,null,null,null,null,"=","(NC)(SU)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5.1c-1"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NC =","cohesion bearing capacity factor",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO 10.6.3.1.2a"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"="]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Z =","penetration of drilled pier (ft)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"D =",{"$f":"\"diameter of drilled pier (B = \" & ROUND((d_DP)/12,2) & \" ft)\"","v":"diameter of drilled pier (B = 0 ft)"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU =","undrained shear strength of material below drilled pier tip (ksf)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=","100(N160)/1000",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NCDOT Empirical Formula"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,"*Note: If the soil within 2.0 diameters of the tip has Su < 0.50 ksf, the value of NC should be multiplied by 0.67."]
[]
[null,null,null,null,null,null,null,null,null,null,null,"Ap =","area of drilled pier tip resistance (ft2)"]
[null,null,null,null,null,null,null,null,null,null,null,"=","(p)(B2)/4"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"B =",{"$f":"\"diameter of drilled pier (B = \" & ROUND((d_DP)/12,2) & \" ft)\"","v":"diameter of drilled pier (B = 0 ft)"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Tip\nElevation\n(ft)",null,null,null,null,null,null,null,null,null,"Z\n(ft)",null,null,null,null,null,null,null,null,null,"NC",null,null,null,null,null,null,null,null,null,"N160",null,null,null,null,null,null,null,null,null,"SU\n(ksf)",null,null,null,null,null,null,null,null,null,"qp\n(ksf)",null,null,null,null,null,null,null,null,null,"Ap\n(ft2)",null,null,null,null,null,null,null,null,null,"Rp\n(kips)"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!C11","v":""},null,null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!D11","v":""},null,null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!F11","v":""},null,null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!G11","v":""},null,null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!J11","v":""},null,null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!M11","v":0},null,null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!N11","v":0},null,null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!O11","v":0}]
[]
[null,null,null,"Summary of Nominal and Factored Side Resistance"]
[]
[null,null,null,null,null,null,{"$f":"Dev_Res!B6","v":"Material Type"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nominal Side Resistance\n(kips)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resistance Factor\nfrom AASHTO\nTable 10.5.5.2.4-1",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Side Resistance\n(kips)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Percentage of Side Resistance produced by Material Type"]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$7","v":"Cohesive Soil"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$7","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$7","v":0.45},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$7","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$7/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$8","v":"Cohesionless Soil"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$8","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$8","v":0.55000000000000004},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$8","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$8/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$9","v":"Cohesive\nIGM"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$9","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$9","v":0.6},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$9","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$9/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$10","v":"Weathered Rock"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$10","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$10","v":0.6},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$10","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$10/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$11","v":"Hard Rock"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$11","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$11","v":0.55000000000000004},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$11","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$11/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"Total",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM($Z$41:$AR$45)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM($BL$41:$CD$45)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM($CE$41:$DC$45)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$G$14","v":""}]
[null,null,null,"Summary of Total Nominal and Factored Tip Resistance"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Nominal Tip Resistance =",{"$f":"Dev_Res!M32","v":0},null,null,null,null,null,null,null,null,null,"kips",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$O$32","v":"the drilled pier is bearing on Cohesive Soil"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Tip Resistance Factor =",{"$f":"Dev_Res!M33","v":0.4},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$O$33","v":"for Cohesive Soil, see AASHTO Table 10.5.5.2.4-1."}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Nominal Tip Resistance =",{"$f":"Dev_Res!M34","v":0},null,null,null,null,null,null,null,null,null,"kips"]
[null,null,null,null,null,null,{"$f":"Dev_Res!$O$34","v":""}]
[null,null,null,"Required Factored Resistance"]
[]
[null,null,null,null,null,null,null,null,null,"Rreq =","Pr + gDC(WColumn + WPier) - gWAWWater - gDCWSoil/Rock  ≥ Pr",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Required Factored Resistance"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Pr =",{"$f":"FIXED(Dev_Res!$C$64,0,FALSE) & \" kips\"","v":"0 kips"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Maximum Factored Axial Load Reported by Structure Design"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gDC =",{"$f":"Dev_Res!$C$65","v":1.25},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factor for Permanent Dead Loads, from AASHTO Table 3.4.1-2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gWA =",{"$f":"Dev_Res!$C$66","v":1},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factor for Water Loads, from AASHTO Table 3.4.1-1"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"Tip_Calcs!$C$33","v":2},null,null,"OF",null,null,null,{"$f":"IF(DA66=\"\",\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,"Required Factored Resistance (continued)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WColumn =","(AColumn)(LColumn)(gc)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Weight of Column"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AColumn =",{"$f":"A_column & \" ft^2\"","v":"0 ft^2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area of Column"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"LColumn =",{"$f":"L_column & \" ft\"","v":"0 ft"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Length of Column"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gc =",{"$f":"FIXED(gamma_c,3) & \" kcf\"","v":"0.150 kcf"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unit Weight of Concrete"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"Dev_Res!$C$70 & \" kips\"","v":"0 kips"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WPier =","(APier)(LPier)(gc)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Weight of Drilled Pier"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"APier =",{"$f":"A_DP & \" ft^2\"","v":"0 ft^2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area of Drilled Pier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"LPier =",{"$f":"L_DP & \" ft\"","v":"0 ft"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Length of Drilled Pier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gc =",{"$f":"FIXED(gamma_c,3) & \" kcf\"","v":"0.150 kcf"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unit Weight of Concrete"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"Dev_Res!$C$74 & \" kips\"","v":"0 kips"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WWater =","(APier)(zw)(gw)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Weight of Water Displaced by Drilled Pier"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"APier =",{"$f":"A_DP & \" ft^2\"","v":"0 ft^2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area of Drilled Pier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"zw =",{"$f":"Dev_Res!$C$79 & \" ft\"","v":"0 ft"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Depth from water surface to the drilled pier tip"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gw =",{"$f":"FIXED(gamma_w,4) & \" kcf\"","v":"0.0624 kcf"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unit Weight of Water"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"Dev_Res!$C$81 & \" kips\"","v":"0 kips"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WSoil/Rock =","(APier)(s'vo)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Effective Weight of Soil / Rock that will be displaced"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"APier =",{"$f":"A_DP & \" ft^2\"","v":"0 ft^2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area of Drilled Pier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"s'vo =",{"$f":"FIXED(Dev_Res!$C$75,3,FALSE) & \" ksf\"","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"effective vertical stress at drilled pier tip as defined in FHWA GEC 010 pages 13-46"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WSoil/Rock =",{"$f":"Dev_Res!$C$77 & \" kips\"","v":{"$error":"#N/A"}}]
[]
[null,null,null,null,null,null,null,null,null,"Rreq =",{"$f":"Dev_Res!$G$88","v":{"$error":"#N/A"}}]
[]
[null,null,null,"Load Transfer of Side and Tip Resistance"]
[]
[null,null,null,null,{"$f":"Dev_Res!$B$24","v":"The majority of the side resistance is produced by Cohesive Material, use AASHTO Figure 10.8.2.2.2.1 to predict the normalized load transfer for side resistance."}]
[]
[]
[null,null,null,null,{"$f":"Dev_Res!$B$45","v":"The drilled pier tip is bearing on Cohesive Material, use AASHTO Figure 10.8.2.2.2.2 to predict the normalized load transfer for tip resistance."}]
[]
[]
[null,null,null,"Dz / D\n(%)",null,null,null,null,null,null,null,null,"Normalized Side Transfer",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Normalized Tip Transfer"]
[null,null,null,null,null,null,null,null,null,null,null,null,"Rsd / Rs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rpd / Rp"]
[null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$H$50","v":"AASHTO Figure 10.8.2.2.2.1"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$H$51","v":"AASHTO Figure 10.8.2.2.2.2"}]
[null,null,null,{"$f":"Dev_Res!$C96*100","v":0},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$96","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$96","v":0}]
[null,null,null,{"$f":"Dev_Res!$C97*100","v":0.3},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$97","v":0.83},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$97","v":0.25}]
[null,null,null,{"$f":"Dev_Res!$C98*100","v":0.6},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$98","v":0.95},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$98","v":0.42}]
[null,null,null,{"$f":"Dev_Res!$C99*100","v":1},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$99","v":0.93},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$99","v":0.57999999999999996}]
[null,null,null,{"$f":"Dev_Res!$C100*100","v":1.3},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$100","v":0.91},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$100","v":0.65}]
[null,null,null,{"$f":"Dev_Res!$C101*100","v":1.6},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$101","v":0.88},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$101","v":0.72}]
[null,null,null,{"$f":"Dev_Res!$C102*100","v":2},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$102","v":0.83},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$102","v":0.81}]
[null,null,null,{"$f":"Dev_Res!$C103*100","v":5},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$103","v":0.55000000000000004},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$103","v":0.98}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Dz / D =","total settlement / drilled pier diameter"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Rsd / Rs =","developed side resistance / total nominal side resistance"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Rpd / Rp =","developed tip resistance / total nominal tip resistance"]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"Tip_Calcs!$C$34","v":3},null,null,"OF",null,null,null,{"$f":"IF(DA132=\"\",\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,"Developed Factored Resistance, (Rrd)"]
[]
[null,null,null,null,"Use the normalized load transfer values along with the total factored side and tip resistance values to calculate the developed side and tip resistance at different vertical displacements. The developed factored resistance must be greater than or equal to the required axial resistance, (Rrd ≥ Rreq)."]
[]
[null,null,null,null,null,"Dz",null,null,null,null,null,"D\n(in)",null,null,null,null,null,null,"Dz\n(in)",null,null,null,null,null,null,"jqsRs\n(kips)",null,null,null,null,null,null,null,null,"Rsd",null,null,null,null,null,"jqsRsd\n(kips)",null,null,null,null,null,null,null,"jqpRp\n(kips)",null,null,null,null,null,null,null,null,"Rpd",null,null,null,null,null,"jqpRpd\n(kips)",null,null,null,null,null,null,null,"Rrd\n(kips)",null,null,null,null,null,null,null,"Rreq\n(kips)",null,null,null,null,null,null,null,"Axial Resistance Requirement Satisfied"]
[null,null,null,null,null,"D",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rp"]
[null,null,null,null,{"$f":"Dev_Res!C97","v":3.0000000000000001E-3},null,null,null,null,null,null,{"$f":"d_DP","v":0},null,null,null,null,null,null,{"$f":"Dev_Res!$D$97","v":0},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$97","v":0.83},null,null,null,null,null,null,{"$f":"Dev_Res!$J$97","v":0},null,null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$M$34,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$97","v":0.25},null,null,null,null,null,null,{"$f":"Dev_Res!$K$97","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$L$97","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$83","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$97","v":{"$error":"#N/A"}}]
[null,null,null,null,{"$f":"Dev_Res!C98","v":6.0000000000000001E-3},null,null,null,null,null,null,0,null,null,null,null,null,null,{"$f":"Dev_Res!$D$98","v":0},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$98","v":0.95},null,null,null,null,null,null,{"$f":"Dev_Res!$J$98","v":0},null,null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$M$34,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$98","v":0.42},null,null,null,null,null,null,{"$f":"Dev_Res!$K$98","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$L$98","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$83","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$98","v":{"$error":"#N/A"}}]
[null,null,null,null,{"$f":"Dev_Res!C99","v":0.01},null,null,null,null,null,null,0,null,null,null,null,null,null,{"$f":"Dev_Res!$D$99","v":0},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$99","v":0.93},null,null,null,null,null,null,{"$f":"Dev_Res!$J$99","v":0},null,null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$M$34,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$99","v":0.57999999999999996},null,null,null,null,null,null,{"$f":"Dev_Res!$K$99","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$L$99","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$83","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$99","v":{"$error":"#N/A"}}]
[null,null,null,null,{"$f":"Dev_Res!C100","v":1.2999999999999999E-2},null,null,null,null,null,null,0,null,null,null,null,null,null,{"$f":"Dev_Res!$D$100","v":0},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$100","v":0.91},null,null,null,null,null,null,{"$f":"Dev_Res!$J$100","v":0},null,null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$M$34,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$100","v":0.65},null,null,null,null,null,null,{"$f":"Dev_Res!$K$100","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$L$100","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$83","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$100","v":{"$error":"#N/A"}}]
[null,null,null,null,{"$f":"Dev_Res!C101","v":1.6E-2},null,null,null,null,null,null,0,null,null,null,null,null,null,{"$f":"Dev_Res!$D$101","v":0},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$101","v":0.88},null,null,null,null,null,null,{"$f":"Dev_Res!$J$101","v":0},null,null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$M$34,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$101","v":0.72},null,null,null,null,null,null,{"$f":"Dev_Res!$K$101","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$L$101","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$83","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$101","v":{"$error":"#N/A"}}]
[null,null,null,null,{"$f":"Dev_Res!C102","v":0.02},null,null,null,null,null,null,0,null,null,null,null,null,null,{"$f":"Dev_Res!$D$102","v":0},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$102","v":0.83},null,null,null,null,null,null,{"$f":"Dev_Res!$J$102","v":0},null,null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$M$34,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$102","v":0.81},null,null,null,null,null,null,{"$f":"Dev_Res!$K$102","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$L$102","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$83","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$102","v":{"$error":"#N/A"}}]
[null,null,null,null,{"$f":"Dev_Res!C103","v":0.05},null,null,null,null,null,null,0,null,null,null,null,null,null,{"$f":"Dev_Res!$D$103","v":0},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$103","v":0.55000000000000004},null,null,null,null,null,null,{"$f":"Dev_Res!$J$103","v":0},null,null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$M$34,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$103","v":0.98},null,null,null,null,null,null,{"$f":"Dev_Res!$K$103","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$L$103","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$83","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$103","v":{"$error":"#N/A"}}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,"jqsRs =","total factored side resistance"]
[null,null,null,null,null,null,null,null,null,null,null,null,"jqpRp =","total factored tip resistance"]
[null,null,null,null,null,null,null,null,null,null,null,null,"jqsRsd =","developed factored side resistance"]
[null,null,null,null,null,null,null,null,null,null,null,null,"=","(Rsd/Rs)(jqsRs)"]
[null,null,null,null,null,null,null,null,null,null,null,null,"jqpRpd =","developed factored tip resistance"]
[null,null,null,null,null,null,null,null,null,null,null,null,"=","(Rpd/Rp)(jqpRp)"]
[]
[null,null,{"$f":"Dev_Res!$E$112","v":{"$error":"#N/A"}}]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Developed Factored Side Resistance =",{"$f":"IF(Dev_Res!$F$105=\"N/A\",Dev_Res!$F$105,FIXED(Dev_Res!$F$105,0,FALSE) & \" kips\")","v":"N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Developed Factored Tip Resistance =",{"$f":"IF(Dev_Res!$F$106=\"N/A\",Dev_Res!$F$106,FIXED(Dev_Res!$F$106,0,FALSE) & \" kips\")","v":"N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Developed Factored Total Resistance =",{"$f":"IF(Dev_Res!$F$107=\"N/A\",Dev_Res!$F$107,FIXED(Dev_Res!$F$107,0,FALSE) & \" kips\")","v":"N/A"}]
[]
[]
[null,null,null,"Required Tip Resistance"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"qreq =","required tip resistance (rounded up to the nearest 10 ksf or 5 tsf)"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NCDOT policy"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rr =","required factored geotechnical resistance (kips)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"jqsRsd =","factored developed side resistance (kips)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AT =","area of drilled pier tip (ft2)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"jqp =","tip resistance factor"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"qp =","unit tip resistance (ksf)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rreq\n(kips)",null,null,null,null,null,null,null,null,null,"jqsRsd\n(kips)",null,null,null,null,null,null,null,null,null,"ATip\n(ft2)",null,null,null,null,null,null,null,null,null,"jqp",null,null,null,null,null,null,null,null,null,"qp\n(ksf)",null,null,null,null,null,null,null,null,null,"qreq\n(ksf)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$179","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$179","v":"N/A"},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$179","v":0},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$179","v":0.4},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$179","v":0},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$G$179","v":"N/A"}]
[null,{"$f":"Dev_Res!$B$186","v":"Revise the drilled pier design"}]

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[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"Tip_Calcs!$C$32","v":1},null,null,"OF",null,null,null,{"$f":"IF(DA5=\"\",\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,"Tip Resistance in Cohesionless Soil (Sand / Gravel)"]
[]
[null,null,null,null,null,null,null,"Rp =","(qp)(Ap)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5-2"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"qp =","unit tip resistance (ksf)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"qp ≤ 60 ksf per AASHTO 10.8.3.5.2c"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"=","1.2(N60)",null,null,null,null,null,null,null,null,null,null,null,null,"For N60 ≤ 50",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5.2c-1"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"N60 =","SPT-N value corrected for hammer efficiency",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(Limited to 100 bpf per AASHTO)"]
[]
[null,null,null,null,null,null,null,null,"*Note:  Equation 10.8.3.5.2c-1 is based on measured tip resistances from compression load tests on drilled piers with"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null," clean bases at settlements equal to 5 percent of the base diameter. The upper limit of 60 ksf corresponds to the"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null," largest value observed during the load tests used to develop the correlation. In cohesionless soils with N values"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null," exceeding 50, load testing is recommended; otherwise unit tip resistance is limited to the upper-bound values"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null," indicated in equation 10.8.3.5.2c-1."]
[]
[null,null,null,null,null,null,null,null,null,null,null,"Ap =","area of drilled pier tip resistance (ft2)"]
[null,null,null,null,null,null,null,null,null,null,null,"=","(p)(B2)/4"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"B =",{"$f":"\"diameter of drilled pier (B = \" & ROUND((d_DP)/12,2) & \" ft)\"","v":"diameter of drilled pier (B = 0 ft)"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Tip\nElevation\n(ft)",null,null,null,null,null,null,null,null,null,"N60",null,null,null,null,null,null,null,null,null,"qp\n(ksf)",null,null,null,null,null,null,null,null,null,"Ap\n(ft2)",null,null,null,null,null,null,null,null,null,"Rp\n(kips)"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!C16","v":""},null,null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!F16","v":""},null,null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!I16","v":0},null,null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!J16","v":0},null,null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!K16","v":0}]
[]
[null,null,null,"Summary of Nominal and Factored Side Resistance"]
[]
[null,null,null,null,null,null,{"$f":"Dev_Res!B6","v":"Material Type"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nominal Side Resistance\n(kips)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resistance Factor\nfrom AASHTO\nTable 10.5.5.2.4-1",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Side Resistance\n(kips)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Percentage of Side Resistance produced by Material Type"]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$7","v":"Cohesive Soil"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$7","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$7","v":0.45},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$7","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$7/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$8","v":"Cohesionless Soil"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$8","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$8","v":0.55000000000000004},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$8","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$8/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$9","v":"Cohesive\nIGM"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$9","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$9","v":0.6},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$9","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$9/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$10","v":"Weathered Rock"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$10","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$10","v":0.6},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$10","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$10/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$11","v":"Hard Rock"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$11","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$11","v":0.55000000000000004},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$11","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$11/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"Total",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM($Z$37:$AR$41)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM($BL$37:$CD$41)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM($CE$37:$DC$41)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$G$14","v":""}]
[]
[null,null,null,"Summary of Total Nominal and Factored Tip Resistance"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Nominal Tip Resistance =",{"$f":"Dev_Res!M32","v":0},null,null,null,null,null,null,null,null,null,"kips",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$O$32","v":"the drilled pier is bearing on Cohesive Soil"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Tip Resistance Factor =",{"$f":"Dev_Res!M33","v":0.4},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$O$33","v":"for Cohesive Soil, see AASHTO Table 10.5.5.2.4-1."}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Nominal Tip Resistance =",{"$f":"Dev_Res!M34","v":0},null,null,null,null,null,null,null,null,null,"kips"]
[]
[null,null,null,"Required Factored Resistance"]
[]
[null,null,null,null,null,null,null,null,null,"Rreq =","Pr + gDC(WColumn + WPier) - gWAWWater - gDCWSoil/Rock  ≥ Pr",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Required Factored Resistance"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Pr =",{"$f":"FIXED(Dev_Res!$C$64,0,FALSE) & \" kips\"","v":"0 kips"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Maximum Factored Axial Load Reported by Structure Design"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gDC =",{"$f":"Dev_Res!$C$65","v":1.25},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factor for Permanent Dead Loads, from AASHTO Table 3.4.1-2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gWA =",{"$f":"Dev_Res!$C$66","v":1},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factor for Water Loads, from AASHTO Table 3.4.1-1"]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"Tip_Calcs!$C$33","v":2},null,null,"OF",null,null,null,{"$f":"IF(DA65=\"\",\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,"Required Factored Resistance (continued)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WColumn =","(AColumn)(LColumn)(gc)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Weight of Column"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AColumn =",{"$f":"A_column & \" ft^2\"","v":"0 ft^2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area of Column"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"LColumn =",{"$f":"L_column & \" ft\"","v":"0 ft"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Length of Column"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gc =",{"$f":"FIXED(gamma_c,3) & \" kcf\"","v":"0.150 kcf"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unit Weight of Concrete"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"Dev_Res!$C$70 & \" kips\"","v":"0 kips"}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$O$34","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WPier =","(APier)(LPier)(gc)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Weight of Drilled Pier"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"APier =",{"$f":"A_DP & \" ft^2\"","v":"0 ft^2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area of Drilled Pier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"LPier =",{"$f":"L_DP & \" ft\"","v":"0 ft"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Length of Drilled Pier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gc =",{"$f":"FIXED(gamma_c,3) & \" kcf\"","v":"0.150 kcf"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unit Weight of Concrete"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"Dev_Res!$C$74 & \" kips\"","v":"0 kips"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WWater =","(APier)(zw)(gw)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Weight of Water Displaced by Drilled Pier"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"APier =",{"$f":"A_DP & \" ft^2\"","v":"0 ft^2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area of Drilled Pier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"zw =",{"$f":"Dev_Res!$C$79 & \" ft\"","v":"0 ft"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Depth from water surface to the drilled pier tip"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gw =",{"$f":"FIXED(gamma_w,4) & \" kcf\"","v":"0.0624 kcf"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unit Weight of Water"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"Dev_Res!$C$81 & \" kips\"","v":"0 kips"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WSoil/Rock =","(APier)(s'vo)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Effective Weight of Soil / Rock that will be displaced"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"APier =",{"$f":"A_DP & \" ft^2\"","v":"0 ft^2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area of Drilled Pier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"s'vo =",{"$f":"FIXED(Dev_Res!$C$75,3,FALSE) & \" ksf\"","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"effective vertical stress at drilled pier tip as defined in FHWA GEC 010 pages 13-46"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WSoil/Rock =",{"$f":"Dev_Res!$C$77 & \" kips\"","v":{"$error":"#N/A"}}]
[]
[null,null,null,null,null,null,null,null,null,"Rreq =",{"$f":"Dev_Res!$G$88","v":{"$error":"#N/A"}}]
[]
[null,null,null,"Load Transfer of Side and Tip Resistance"]
[]
[null,null,null,null,{"$f":"Dev_Res!$B$24","v":"The majority of the side resistance is produced by Cohesive Material, use AASHTO Figure 10.8.2.2.2.1 to predict the normalized load transfer for side resistance."}]
[]
[]
[null,null,null,null,{"$f":"Dev_Res!$B$45","v":"The drilled pier tip is bearing on Cohesive Material, use AASHTO Figure 10.8.2.2.2.2 to predict the normalized load transfer for tip resistance."}]
[]
[null,null,null,"Dz / D\n(%)",null,null,null,null,null,null,null,null,"Normalized Side Transfer",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Normalized Tip Transfer"]
[null,null,null,null,null,null,null,null,null,null,null,null,"Rsd / Rs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rpd / Rp"]
[null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!H50","v":"AASHTO Figure 10.8.2.2.2.1"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!H51","v":"AASHTO Figure 10.8.2.2.2.2"}]
[null,null,null,{"$f":"Dev_Res!C96*100","v":0},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$96","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$96","v":0}]
[null,null,null,{"$f":"Dev_Res!C97*100","v":0.3},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$97","v":0.83},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$97","v":0.25}]
[null,null,null,{"$f":"Dev_Res!C98*100","v":0.6},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$98","v":0.95},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$98","v":0.42}]
[null,null,null,{"$f":"Dev_Res!C99*100","v":1},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$99","v":0.93},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$99","v":0.57999999999999996}]
[null,null,null,{"$f":"Dev_Res!C100*100","v":1.3},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$100","v":0.91},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$100","v":0.65}]
[null,null,null,{"$f":"Dev_Res!C101*100","v":1.6},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$101","v":0.88},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$101","v":0.72}]
[null,null,null,{"$f":"Dev_Res!C102*100","v":2},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$102","v":0.83},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$102","v":0.81}]
[null,null,null,{"$f":"Dev_Res!C103*100","v":5},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$103","v":0.55000000000000004},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$103","v":0.98}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Dz / D =","total settlement / drilled pier diameter"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Rsd / Rs =","developed side resistance / total nominal side resistance"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Rpd / Rp =","developed tip resistance / total nominal tip resistance"]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"Tip_Calcs!$C$34","v":3},null,null,"OF",null,null,null,{"$f":"IF(DA130=\"\",\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,"Developed Factored Resistance, (Rrd)"]
[]
[null,null,null,null,"Use the normalized load transfer values along with the total factored side and tip resistance values to calculate the developed side and tip resistance at different vertical displacements. The developed factored resistance must be greater than or equal to the required axial resistance, (Rrd ≥ Rreq)."]
[null,null,null,null,null,"Dz",null,null,null,null,null,"D\n(in)",null,null,null,null,null,null,"Dz\n(in)",null,null,null,null,null,null,"jqsRs\n(kips)",null,null,null,null,null,null,null,null,"Rsd",null,null,null,null,null,"jqsRsd\n(kips)",null,null,null,null,null,null,null,"jqpRp\n(kips)",null,null,null,null,null,null,null,null,"Rpd",null,null,null,null,null,"jqpRpd\n(kips)",null,null,null,null,null,null,null,"Rrd\n(kips)",null,null,null,null,null,null,null,"Rreq\n(kips)",null,null,null,null,null,null,null,"Axial Resistance Requirement Satisfied"]
[null,null,null,null,null,"D",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rp"]
[null,null,null,null,{"$f":"Dev_Res!C97","v":3.0000000000000001E-3},null,null,null,null,null,null,{"$f":"d_DP","v":0},null,null,null,null,null,null,{"$f":"Dev_Res!$D$97","v":0},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$97","v":0.83},null,null,null,null,null,null,{"$f":"Dev_Res!$J$97","v":0},null,null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$M$34,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$97","v":0.25},null,null,null,null,null,null,{"$f":"Dev_Res!$K$97","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$L$97","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$83","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$97","v":{"$error":"#N/A"}}]
[null,null,null,null,{"$f":"Dev_Res!C98","v":6.0000000000000001E-3},null,null,null,null,null,null,0,null,null,null,null,null,null,{"$f":"Dev_Res!$D$98","v":0},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$98","v":0.95},null,null,null,null,null,null,{"$f":"Dev_Res!$J$98","v":0},null,null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$M$34,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$98","v":0.42},null,null,null,null,null,null,{"$f":"Dev_Res!$K$98","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$L$98","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$83","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$98","v":{"$error":"#N/A"}}]
[null,null,null,null,{"$f":"Dev_Res!C99","v":0.01},null,null,null,null,null,null,0,null,null,null,null,null,null,{"$f":"Dev_Res!$D$99","v":0},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$99","v":0.93},null,null,null,null,null,null,{"$f":"Dev_Res!$J$99","v":0},null,null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$M$34,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$99","v":0.57999999999999996},null,null,null,null,null,null,{"$f":"Dev_Res!$K$99","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$L$99","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$83","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$99","v":{"$error":"#N/A"}}]
[null,null,null,null,{"$f":"Dev_Res!C100","v":1.2999999999999999E-2},null,null,null,null,null,null,0,null,null,null,null,null,null,{"$f":"Dev_Res!$D$100","v":0},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$100","v":0.91},null,null,null,null,null,null,{"$f":"Dev_Res!$J$100","v":0},null,null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$M$34,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$100","v":0.65},null,null,null,null,null,null,{"$f":"Dev_Res!$K$100","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$L$100","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$83","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$100","v":{"$error":"#N/A"}}]
[null,null,null,null,{"$f":"Dev_Res!C101","v":1.6E-2},null,null,null,null,null,null,0,null,null,null,null,null,null,{"$f":"Dev_Res!$D$101","v":0},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$101","v":0.88},null,null,null,null,null,null,{"$f":"Dev_Res!$J$101","v":0},null,null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$M$34,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$101","v":0.72},null,null,null,null,null,null,{"$f":"Dev_Res!$K$101","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$L$101","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$83","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$101","v":{"$error":"#N/A"}}]
[null,null,null,null,{"$f":"Dev_Res!C102","v":0.02},null,null,null,null,null,null,0,null,null,null,null,null,null,{"$f":"Dev_Res!$D$102","v":0},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$102","v":0.83},null,null,null,null,null,null,{"$f":"Dev_Res!$J$102","v":0},null,null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$M$34,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$102","v":0.81},null,null,null,null,null,null,{"$f":"Dev_Res!$K$102","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$L$102","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$83","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$102","v":{"$error":"#N/A"}}]
[null,null,null,null,{"$f":"Dev_Res!C103","v":0.05},null,null,null,null,null,null,0,null,null,null,null,null,null,{"$f":"Dev_Res!$D$103","v":0},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$103","v":0.55000000000000004},null,null,null,null,null,null,{"$f":"Dev_Res!$J$103","v":0},null,null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$M$34,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$103","v":0.98},null,null,null,null,null,null,{"$f":"Dev_Res!$K$103","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$L$103","v":0},null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$83","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$103","v":{"$error":"#N/A"}}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,"jqsRs =","total factored side resistance"]
[null,null,null,null,null,null,null,null,null,null,null,null,"jqpRp =","total factored tip resistance"]
[null,null,null,null,null,null,null,null,null,null,null,null,"jqsRsd =","developed factored side resistance"]
[null,null,null,null,null,null,null,null,null,null,null,null,"=","(Rsd/Rs)(jqsRs)"]
[null,null,null,null,null,null,null,null,null,null,null,null,"jqpRpd =","developed factored tip resistance"]
[null,null,null,null,null,null,null,null,null,null,null,null,"=","(Rpd/Rp)(jqpRp)"]
[]
[null,null,{"$f":"Dev_Res!$E$112","v":{"$error":"#N/A"}}]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Developed Factored Side Resistance =",{"$f":"IF(Dev_Res!$F$105=\"N/A\",Dev_Res!$F$105,FIXED(Dev_Res!$F$105,0,FALSE) & \" kips\")","v":"N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Developed Factored Tip Resistance =",{"$f":"IF(Dev_Res!$F$106=\"N/A\",Dev_Res!$F$106,FIXED(Dev_Res!$F$106,0,FALSE) & \" kips\")","v":"N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Developed Factored Total Resistance =",{"$f":"IF(Dev_Res!$F$107=\"N/A\",Dev_Res!$F$107,FIXED(Dev_Res!$F$107,0,FALSE) & \" kips\")","v":"N/A"}]
[]
[]
[]
[null,null,null,"Required Tip Resistance"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"qreq =","required tip resistance (rounded up to the nearest 10 ksf or 5 tsf)"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NCDOT policy"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rr =","required factored geotechnical resistance (kips)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"jqsRsd =","factored developed side resistance (kips)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AT =","area of drilled pier tip (ft2)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"jqp =","tip resistance factor"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"qp =","unit tip resistance (ksf)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rreq\n(kips)",null,null,null,null,null,null,null,null,null,"jqsRsd\n(kips)",null,null,null,null,null,null,null,null,null,"ATip\n(ft2)",null,null,null,null,null,null,null,null,null,"jqp",null,null,null,null,null,null,null,null,null,"qp\n(ksf)",null,null,null,null,null,null,null,null,null,"qreq\n(ksf)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$179","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$179","v":"N/A"},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$179","v":0},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$E$179","v":0.4},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$F$179","v":0},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$G$179","v":"N/A"}]
[null,{"$f":"Dev_Res!B186","v":"Revise the drilled pier design"}]

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[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"Tip_Calcs!$C$32","v":1},null,null,"OF",null,null,null,{"$f":"IF(DA5=\"\",\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,"Tip Resistance in Hard Rock"]
[]
[null,null,null,null,null,null,null,"Rp =","(qp)(Ap)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5-2"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"qp =","unit tip resistance (ksf)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"If rock to a depth of 2B below drilled pier tip is intact or tightly jointed and the depth of socket > 1.5 D"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"=","2.5qu",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5.4c-1"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"If the rock to a depth of 2D below the drilled pier tip is jointed with random orientation"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5.4c-2"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"qu =","Uniaxial Compressive Strength of Intact Rock (ksf)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"s'vb =","vertical effective stress at the socket bearing elevation"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"A =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5.4c-3"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"s =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.4.6.4-2"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"a =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.4.6.4-3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"mb =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.4.6.4-4"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"mi =","constant for intact rock",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Table 10.4.6.4-1"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"GSI =","Global Strength Index"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,"*Hard Rock Layers with an GSI less than 30 will be modeled as weathered rock."]
[]
[null,null,null,null,null,null,null,null,null,null,null,"Ap =","area of drilled pier tip resistance (ft2)"]
[null,null,null,null,null,null,null,null,null,null,null,"=","(p)(B2)/4"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"B =",{"$f":"\"diameter of drilled pier - 2 inches to account for possible reduction for drilled pier in rock (B = \" & ROUND((d_DP-2)/12,2) & \" ft)\"","v":"diameter of drilled pier - 2 inches to account for possible reduction for drilled pier in rock (B = -0.17 ft)"}]
[]
[null,null,null,"Tip\nElevation\n(ft)",null,null,null,null,null,null,null,null,null,"AASHTO\nEquation used to calculate qu",null,null,null,null,null,null,null,null,null,null,null,null,"qu\n(ksf)",null,null,null,null,null,null,null,"GSI",null,null,null,null,null,null,"m",null,null,null,null,null,null,null,"mb",null,null,null,null,null,null,null,"s",null,null,null,null,null,null,null,null,"a",null,null,null,null,null,null,null,null,"A",null,null,null,null,null,null,null,null,"qp\n(ksf)",null,null,null,null,null,null,null,null,"Ap\n(ft2)",null,null,null,null,null,null,null,null,"Rp\n(kips)"]
[]
[]
[null,null,null,{"$f":"Tip_Calcs!C27","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!E27","v":""},null,null,null,null,null,null,null,{"$f":"Tip_Calcs!H27","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!I27","v":""},null,null,null,null,null,null,null,{"$f":"Tip_Calcs!J27","v":""},null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!K27","v":""},null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!L27","v":""},null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!M27","v":0},null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!N27","v":0},null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!O27","v":0}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"Tip_Calcs!$C$33","v":2},null,null,"OF",null,null,null,{"$f":"IF(DA61=\"\",\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,"Tip Resistance in Hard Rock (continued)"]
[]
[null,"Table 10.4.6.4-1—Values of the Constant mi by Rock Group"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,"Summary of Nominal and Factored Side Resistance"]
[]
[null,null,null,null,null,null,{"$f":"Dev_Res!B32","v":"Cohesionless IGM"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nominal Side Resistance\n(kips)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resistance Factor\nfrom AASHTO\nTable 10.5.5.2.4-1",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Side Resistance\n(kips)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Percentage of Side Resistance produced by Material Type"]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$7","v":"Cohesive Soil"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$7","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$7","v":0.45},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$7","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$7/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$8","v":"Cohesionless Soil"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$8","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$8","v":0.55000000000000004},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$8","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$8/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$9","v":"Cohesive\nIGM"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$9","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$9","v":0.6},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$9","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$9/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$10","v":"Weathered Rock"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$10","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$10","v":0.6},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$10","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$10/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$11","v":"Hard Rock"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$11","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$11","v":0.55000000000000004},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$11","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$11/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"Total",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(Z98:AR102)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(BL98:CD102)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(CE98:DC102)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$G$14","v":""}]
[]
[null,null,null,null,"Note: Side resistance in soil and weathered rock develops at a much greater displacement than hard rock. If the pier does"]
[null,null,null,null,"not have a true rock socket, the side resistance from the hard rock will be ignored and nominal side resistance will be based"]
[null,null,null,null,"on the total side resistance in soil and weathered rock."]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Nominal Side Resistance =",{"$f":"Dev_Res!E13","v":0},null,null,null,null,null,null,null,null,null,"kips"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Factored Side Resistance =",{"$f":"Dev_Res!E14","v":0},null,null,null,null,null,null,null,null,null,"kips"]
[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"Tip_Calcs!$C$34","v":3},null,null,"OF",null,null,null,{"$f":"IF(DA116=\"\",\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,"Summary of Total Nominal and Factored Tip Resistance"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Nominal Tip Resistance =",{"$f":"Dev_Res!M32","v":0},null,null,null,null,null,null,null,null,null,"kips",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$O$32","v":"the drilled pier is bearing on Cohesive Soil"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Tip Resistance Factor =",{"$f":"Dev_Res!M33","v":0.4},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$O$33","v":"for Cohesive Soil, see AASHTO Table 10.5.5.2.4-1."}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Factored Tip Resistance =",{"$f":"Dev_Res!M34","v":0},null,null,null,null,null,null,null,null,null,"kips"]
[null,null,null,null,null,null,{"$f":"Dev_Res!$O$34","v":""}]
[]
[null,null,null,"Required Factored Resistance"]
[]
[null,null,null,null,null,null,null,null,null,"Rreq =","Pr + gDC(WColumn + WPier) - gWAWWater - gDCWSoil/Rock  ≥ Pr",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Required Factored Resistance"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Pr =",{"$f":"FIXED(Dev_Res!$C$64,0,FALSE) & \" kips\"","v":"0 kips"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Maximum Factored Axial Load Reported by Structure Design"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gDC =",{"$f":"Dev_Res!$C$65","v":1.25},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factor for Permanent Dead Loads, from AASHTO Table 3.4.1-2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gWA =",{"$f":"Dev_Res!$C$66","v":1},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factor for Water Loads, from AASHTO Table 3.4.1-1"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WColumn =","(AColumn)(LColumn)(gc)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Weight of Column"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AColumn =",{"$f":"A_column & \" ft^2\"","v":"0 ft^2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area of Column"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"LColumn =",{"$f":"L_column & \" ft\"","v":"0 ft"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Length of Column"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gc =",{"$f":"FIXED(gamma_c,3) & \" kcf\"","v":"0.150 kcf"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unit Weight of Concrete"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"Dev_Res!$C$70 & \" kips\"","v":"0 kips"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WPier =","(APier)(LPier)(gc)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Weight of Drilled Pier"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"APier =",{"$f":"A_DP & \" ft^2\"","v":"0 ft^2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area of Drilled Pier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"LPier =",{"$f":"L_DP & \" ft\"","v":"0 ft"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Length of Drilled Pier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gc =",{"$f":"FIXED(gamma_c,3) & \" kcf\"","v":"0.150 kcf"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unit Weight of Concrete"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"Dev_Res!$C$74 & \" kips\"","v":"0 kips"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WWater =","(APier)(zw)(gw)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Weight of Water Displaced by Drilled Pier"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"APier =",{"$f":"A_DP & \" ft^2\"","v":"0 ft^2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area of Drilled Pier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"zw =",{"$f":"Dev_Res!$C$79 & \" ft\"","v":"0 ft"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Depth from water surface to the drilled pier tip"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gw =",{"$f":"FIXED(gamma_w,4) & \" kcf\"","v":"0.0624 kcf"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unit Weight of Water"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"Dev_Res!$C$81 & \" kips\"","v":"0 kips"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WSoil/Rock =","(APier)(s'vo)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Effective Weight of Soil / Rock that will be displaced"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"APier =",{"$f":"A_DP & \" ft^2\"","v":"0 ft^2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area of Drilled Pier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"s'vo =",{"$f":"FIXED(Dev_Res!$C$75,3,FALSE) & \" ksf\"","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"effective vertical stress at drilled pier tip as defined in FHWA GEC 010 pages 13-46"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WSoil/Rock =",{"$f":"Dev_Res!$C$77 & \" kips\"","v":{"$error":"#N/A"}}]
[]
[null,null,null,null,null,null,null,null,null,"Rreq =",{"$f":"Dev_Res!$G$88","v":{"$error":"#N/A"}}]
[]
[null,null,null,"Load Transfer and Developed Resistance for Drilled Piers in Hard Rock with no Rock Socket"]
[]
[null,null,null,null,"For Load Transfer of a drilled pier that is bearing on hard rock with no rock socket, the total displacement of the pier will be controlled by the rock layer below the base of the pier. The total displacement, (wc), will be calculated using FHWA GEC 10 Equation D-17 and assumes the entire load is carried by the tip. Use the normalized load transfer values along with the total factored side resistance to calculate the factored side resistance developed in the soil and weathered rock layers at this displacement. The remaining factored resistance that is carried by the drilled pier tip must be less than or equal to the total factored tip resistance."]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"Tip_Calcs!$C$35","v":4},null,null,"OF",null,null,null,{"$f":"IF(DA181=\"\",\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,"Load Transfer and Developed Resistance for Drilled Piers in Hard Rock with no Rock Socket (continued)"]
[]
[null,null,null,"Calculate the total displacement, wc, at the drilled pier tip (assume entire load is carried by the tip)"]
[]
[null,null,null,null,null,null,null,null,null,null,"wc =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA-NHI-10-016 Eqn. D-17"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Qc = Rreq =",{"$f":"FIXED(Dev_Res!C83,0)&\" kips\"","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Required Factored Resistance"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"B =",{"$f":"d_DP & \" inches\"","v":" inches"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Diameter of Drilled Pier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"L =",{"$f":"Dev_Res!H118 & \" inches\"","v":"0.01 inches"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Length of Pier in Hard Rock (use 0.01 inch when assuming entire load carried by tip)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Ec =",{"$f":"FIXED(Dev_Res!$H$120,0)&\" ksi\"","v":"3,824 ksi"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Elastic Modulus of Concrete"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"vc =",{"$f":"FIXED(v_c,2)","v":"0.25"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Poisson's Ration for Concrete"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Ei_r =",{"$f":"FIXED(Dev_Res!H125,0)&\" ksi\"","v":"0 ksi"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Elastic Modulus of Intact Rock around Drilled Pier Tip"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(Assume Ei_r = Ei_b if the tip of the drilled pier is sitting on top of the hard rock layer)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Er (≤ Ei_r) =",{"$f":"FIXED(E_r,0)&\" ksi\"","v":"0 ksi"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Elastic Modulus of Rock Mass around Drilled Pier Tip (AASHTO Eqn. 10.4.6.5-1)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(Assume Er = Eb if the tip of the drilled pier is sitting on top of the hard rock layer)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"vr =",{"$f":"FIXED(v_r,2)","v":"0.00"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Poisson's Ration of Rock Mass around Drilled Pier Tip"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(Assume vr = vb if the tip of the drilled pier is sitting on top of the hard rock layer)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Ei_b =",{"$f":"FIXED(Dev_Res!$P$125,0)&\" ksi\"","v":"0 ksi"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Elastic Modulus of Intact Rock below Drilled Pier Tip"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Eb (≤ Ei_b) =",{"$f":"FIXED(E_b,0)&\" ksi\"","v":"0 ksi"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Elastic Modulus of Rock Mass below Drilled Pier Tip (FHWA-NHI-10-016 Table 3-9)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"vb =",{"$f":"FIXED(v_b,2)","v":"0.00"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Poisson's Ration of Rock Mass below Drilled Pier Tip"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"z =",{"$f":"Dev_Res!F138","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(must be > 0) FHWA-NHI-10-016 Eqn. D-11"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"a1 =",{"$f":"a_1","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA-NHI-10-016 Eqn. D-25"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"a2 =",{"$f":"a_2","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA-NHI-10-016 Eqn. D-26"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"a3 =",{"$f":"a_3","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA-NHI-10-016 Eqn. D-27"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"b =",{"$f":"Beta","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA-NHI-10-016 Eqn. D-24"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"a =",{"$f":"alpha","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA-NHI-10-016 Eqn. D-23"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"l1 =",{"$f":"l_1","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA-NHI-10-016 Eqn. D-22"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"l2 =",{"$f":"l_2","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA-NHI-10-016 Eqn. D-22"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"D3 =",{"$f":"D_3","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA-NHI-10-016 Eqn. D-21"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"D4 =",{"$f":"D_4","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA-NHI-10-016 Eqn. D-21"]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"Tip_Calcs!$C$36","v":5},null,null,"OF",null,null,null,{"$f":"IF(DA240=\"\",\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,"Load Transfer and Developed Resistance for Drilled Piers in Hard Rock with no Rock Socket (continued)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"C3 =",{"$f":"C_3","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA-NHI-10-016 Eqn. D-20"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"C4 =",{"$f":"C_4","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA-NHI-10-016 Eqn. D-20"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"F3 =",{"$f":"F_3","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA-NHI-10-016 Eqn. D-18"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"F4 =",{"$f":"F_4","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA-NHI-10-016 Eqn. D-19"]
[]
[null,null,null,null,null,null,null,null,null,null,"wc =",{"$f":"FIXED(Dev_Res!H150,2) & \" inches\"","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Displacement at Drilled Pier Tip"]
[]
[null,null,null,"Calculate the developed side resistance in the soil / weathered rock layers at the displacement, wc"]
[]
[null,null,null,null,{"$f":"Dev_Res!$B$24","v":"The majority of the side resistance is produced by Cohesive Material, use AASHTO Figure 10.8.2.2.2.1 to predict the normalized load transfer for side resistance."}]
[]
[null,null,null,"Dz / D\n(%)",null,null,null,null,null,null,null,null,"Normalized Side Transfer",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Developed Side Resistance"]
[null,null,null,null,null,null,null,null,null,null,null,null,"Rsd / Rs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dz",null,null,null,null,null,"D\n(in)",null,null,null,null,null,null,"Dz\n(in)",null,null,null,null,null,null,"jqsRs\n(kips)",null,null,null,null,null,null,null,null,"Rsd",null,null,null,null,null,"jqsRsd\n(kips)"]
[null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$H$50","v":"AASHTO Figure 10.8.2.2.2.1"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"D",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rs"]
[null,null,null,{"$f":"Dev_Res!C96*100","v":0},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!E96","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!F156","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,{"$f":"d_DP","v":0},null,null,null,null,null,null,{"$f":"Dev_Res!G156","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!H156","v":{"$error":"#DIV/0!"}}]
[null,null,null,{"$f":"Dev_Res!C97*100","v":0.3},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!E97","v":0.83},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!F157","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,{"$f":"d_DP","v":0},null,null,null,null,null,null,{"$f":"Dev_Res!G157","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!H157","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,{"$f":"Dev_Res!G164","v":{"$error":"#DIV/0!"}}]
[null,null,null,{"$f":"Dev_Res!C98*100","v":0.6},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!E98","v":0.95},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!F158","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,{"$f":"d_DP","v":0},null,null,null,null,null,null,{"$f":"Dev_Res!G158","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,{"$f":"FIXED(Dev_Res!$E$14,0,FALSE)","v":"0"},null,null,null,null,null,null,null,{"$f":"Dev_Res!H158","v":{"$error":"#DIV/0!"}}]
[null,null,null,{"$f":"Dev_Res!C99*100","v":1},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!E99","v":0.93},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dz / D =","total settlement / drilled pier diameter"]
[null,null,null,{"$f":"Dev_Res!C100*100","v":1.3},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!E100","v":0.91},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rsd / Rs =","developed side resistance / total nominal side resistance"]
[null,null,null,{"$f":"Dev_Res!C101*100","v":1.6},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!E101","v":0.88},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"jqsRs =","total factored side resistance"]
[null,null,null,{"$f":"Dev_Res!C102*100","v":2},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!E102","v":0.83},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"jqsRsd =","developed factored side resistance"]
[null,null,null,{"$f":"Dev_Res!C103*100","v":5},null,null,null,null,null,null,null,null,{"$f":"Dev_Res!E103","v":0.55000000000000004},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=","(Rsd/Rs)(jqsRs)"]
[]
[null,null,null,"Calculate the remaining resistance that must be carried by the tip (must ≤ the total factored tip resistance)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Required Factored Resistance =",{"$f":"FIXED(Dev_Res!$C$83,0,FALSE) & \" kips\"","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Developed Factored Side Resistance =",{"$f":"FIXED(Dev_Res!$G$164,0,FALSE) & \" kips\"","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Required Factored Tip Resistance =",{"$f":"FIXED(Dev_Res!$H$164,0,FALSE) & \" kips\"","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Dev_Res!$H$164<=Dev_Res!$I$164,\" ≤ \" & FIXED(Dev_Res!$I$164,0,FALSE) & \" kips     OK\",\" > \" & FIXED(Dev_Res!$I$164,0,FALSE) & \" kips     NOT OK, REVISE DRILLED PIER DESIGN\")","v":{"$error":"#N/A"}}]
[]
[null,null,null,"Required Tip Resistance"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"qreq =","required tip resistance (rounded up to the nearest 10 ksf or 5 tsf)"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NCDOT policy"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rr =","required factored geotechnical resistance (kips)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"jqsRsd =","factored developed side resistance (kips)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AT =","area of drilled pier tip (ft2)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"jqp =","tip resistance factor"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"qp =","unit tip resistance (ksf)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rreq\n(kips)",null,null,null,null,null,null,null,null,null,"jqsRsd\n(kips)",null,null,null,null,null,null,null,null,null,"ATip\n(ft2)",null,null,null,null,null,null,null,null,null,"jqp",null,null,null,null,null,null,null,null,null,"qp\n(ksf)",null,null,null,null,null,null,null,null,null,"qreq\n(ksf)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$179","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!C179","v":"N/A"},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!D179","v":0},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!E179","v":0.4},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!F179","v":0},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!G179","v":"N/A"}]
[null,{"$f":"Dev_Res!$B$186","v":"Revise the drilled pier design"}]

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[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"Tip_Calcs!$C$32","v":1},null,null,"OF",null,null,null,{"$f":"IF(DA5=\"\",\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,"Tip Resistance in Hard Rock"]
[]
[null,null,null,null,null,null,null,"Rp =","(qp)(Ap)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5-2"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"qp =","unit tip resistance (ksf)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"If rock to a depth of 2B below drilled pier tip is intact or tightly jointed and the depth of socket > 1.5 D"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"=","2.5qu",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5.4c-1"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"If the rock to a depth of 2D below the drilled pier tip is jointed with random orientation"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5.4c-2"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"qu =","Uniaxial Compressive Strength of Intact Rock (ksf)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"s'vb =","vertical effective stress at the socket bearing elevation"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"A =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.8.3.5.4c-3"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"s =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.4.6.4-2"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"a =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.4.6.4-3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"mb =",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Eqn. 10.4.6.4-4"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"mi =","constant for intact rock",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AASHTO Table 10.4.6.4-1"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"GSI =","Global Strength Index"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,"*Hard Rock Layers with an GSI less than 30 will be modeled as weathered rock."]
[]
[null,null,null,null,null,null,null,null,null,null,null,"Ap =","area of drilled pier tip resistance (ft2)"]
[null,null,null,null,null,null,null,null,null,null,null,"=","(p)(B2)/4"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"B =",{"$f":"\"diameter of drilled pier - 2 inches to account for possible reduction for drilled pier in rock (B = \" & ROUND((d_DP-2)/12,2) & \" ft)\"","v":"diameter of drilled pier - 2 inches to account for possible reduction for drilled pier in rock (B = -0.17 ft)"}]
[]
[null,null,null,"Tip\nElevation\n(ft)",null,null,null,null,null,null,null,null,null,"AASHTO\nEquation used to calculate qu",null,null,null,null,null,null,null,null,null,null,null,null,"qu\n(ksf)",null,null,null,null,null,null,null,"GSI",null,null,null,null,null,null,"m",null,null,null,null,null,null,null,"mb",null,null,null,null,null,null,null,"s",null,null,null,null,null,null,null,null,"a",null,null,null,null,null,null,null,null,"A",null,null,null,null,null,null,null,null,"qp\n(ksf)",null,null,null,null,null,null,null,null,"Ap\n(ft2)",null,null,null,null,null,null,null,null,"Rp\n(kips)"]
[]
[]
[null,null,null,{"$f":"Tip_Calcs!C27","v":""},null,null,null,null,null,null,null,null,null,"10.8.3.5.4c-1",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!E27","v":""},null,null,null,null,null,null,null,{"$f":"Tip_Calcs!H27","v":""},null,null,null,null,null,null,13,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!I27","v":""},null,null,null,null,null,null,null,{"$f":"Tip_Calcs!J27","v":""},null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!K27","v":""},null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!L27","v":""},null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!M27","v":0},null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!N27","v":0},null,null,null,null,null,null,null,null,{"$f":"Tip_Calcs!O27","v":0}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"Tip_Calcs!$C$33","v":2},null,null,"OF",null,null,null,{"$f":"IF(DA62=\"\",\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,"Tip Resistance in Hard Rock (continued)"]
[]
[null,"Table 10.4.6.4-1—Values of the Constant mi by Rock Group"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,"Summary of Nominal and Factored Side Resistance"]
[]
[null,null,null,null,null,null,{"$f":"Dev_Res!B32","v":"Cohesionless IGM"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nominal Side Resistance\n(kips)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resistance Factor\nfrom AASHTO\nTable 10.5.5.2.4-1",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Side Resistance\n(kips)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Percentage of Side Resistance produced by Material Type"]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$7","v":"Cohesive Soil"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$7","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$7","v":0.45},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$7","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$7/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$8","v":"Cohesionless Soil"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$8","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$8","v":0.55000000000000004},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$8","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$8/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$9","v":"Cohesive\nIGM"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$9","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$9","v":0.6},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$9","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$9/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$10","v":"Weathered Rock"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$10","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$10","v":0.6},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$10","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$10/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$B$11","v":"Hard Rock"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$C$11","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$I$11","v":0.55000000000000004},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$M$11","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$11/100","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"Total",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(Z99:AR103)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(BL99:CD103)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(CE99:DC103)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,{"$f":"Dev_Res!$G$14","v":""}]
[]
[null,null,null,"Note:  When drilled piers are socketed in hard rock, the side resistance above the hard rock will be ignored. For the purpose"]
[null,null,null,"of this spreadsheet, a drilled pier will be considered socketed in hard rock if either of these conditions are met;"]
[]
[null,null,null,"1. The pier is embedded the greater of 3 feet or 1 pier diameter into hard rock."]
[null,null,null,"2. At least 50% of the total nominal side resistance is produced by the hard rock layer(s)."]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"Tip_Calcs!$C$34","v":3},null,null,"OF",null,null,null,{"$f":"IF(DA118=\"\",\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,"Summary of Nominal and Factored Side Resistance (continued)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Nominal Side Resistance =",{"$f":"Dev_Res!C11","v":0},null,null,null,null,null,null,null,null,null,"kips"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Side Resistance Factor =",{"$f":"Dev_Res!F31","v":0.55000000000000004},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!J11","v":"for Hard Rock, see AASHTO Table 10.5.5.2.4-1."}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Factored Side Resistance =",{"$f":"Dev_Res!M11","v":0},null,null,null,null,null,null,null,null,null,"kips"]
[]
[null,null,null,"Summary of Total Nominal and Factored Tip Resistance"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Nominal Tip Resistance =",{"$f":"Dev_Res!M32","v":0},null,null,null,null,null,null,null,null,null,"kips",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$O$32","v":"the drilled pier is bearing on Cohesive Soil"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Tip Resistance Factor =",{"$f":"Dev_Res!M33","v":0.4},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$O$33","v":"for Cohesive Soil, see AASHTO Table 10.5.5.2.4-1."}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Factored Tip Resistance =",{"$f":"Dev_Res!M34","v":0},null,null,null,null,null,null,null,null,null,"kips"]
[null,null,null,null,null,null,{"$f":"Dev_Res!$O$34","v":""}]
[]
[null,null,null,"Required Factored Resistance"]
[]
[null,null,null,null,null,null,null,null,null,"Rreq =","Pr + gDC(WColumn + WPier) - gWAWWater - gDCWSoil/Rock  ≥ Pr",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Required Factored Resistance"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Pr =",{"$f":"FIXED(Dev_Res!$C$64,0,FALSE) & \" kips\"","v":"0 kips"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Maximum Factored Axial Load Reported by Structure Design"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gDC =",{"$f":"Dev_Res!$C$65","v":1.25},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factor for Permanent Dead Loads, from AASHTO Table 3.4.1-2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gWA =",{"$f":"Dev_Res!$C$66","v":1},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factor for Water Loads, from AASHTO Table 3.4.1-1"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WColumn =","(AColumn)(LColumn)(gc)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Weight of Column"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AColumn =",{"$f":"A_column & \" ft^2\"","v":"0 ft^2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area of Column"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"LColumn =",{"$f":"L_column & \" ft\"","v":"0 ft"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Length of Column"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gc =",{"$f":"FIXED(gamma_c,3) & \" kcf\"","v":"0.150 kcf"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unit Weight of Concrete"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"Dev_Res!$C$70 & \" kips\"","v":"0 kips"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WPier =","(APier)(LPier)(gc)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Weight of Drilled Pier"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"APier =",{"$f":"A_DP & \" ft^2\"","v":"0 ft^2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area of Drilled Pier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"LPier =",{"$f":"L_DP & \" ft\"","v":"0 ft"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Length of Drilled Pier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gc =",{"$f":"FIXED(gamma_c,3) & \" kcf\"","v":"0.150 kcf"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unit Weight of Concrete"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"Dev_Res!$C$74 & \" kips\"","v":"0 kips"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WWater =","(APier)(zw)(gw)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Weight of Water Displaced by Drilled Pier"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"APier =",{"$f":"A_DP & \" ft^2\"","v":"0 ft^2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area of Drilled Pier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"zw =",{"$f":"Dev_Res!$C$79 & \" ft\"","v":"0 ft"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Depth from water surface to the drilled pier tip"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gw =",{"$f":"FIXED(gamma_w,4) & \" kcf\"","v":"0.0624 kcf"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unit Weight of Water"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"Dev_Res!$C$81 & \" kips\"","v":"0 kips"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WSoil/Rock =","(APier)(s'vo)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Effective Weight of Soil / Rock that will be displaced"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"APier =",{"$f":"A_DP & \" ft^2\"","v":"0 ft^2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area of Drilled Pier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"s'vo =",{"$f":"FIXED(Dev_Res!$C$75,3,FALSE) & \" ksf\"","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"effective vertical stress at drilled pier tip as defined in FHWA GEC 010 pages 13-46"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WSoil/Rock =",{"$f":"Dev_Res!$C$77 & \" kips\"","v":{"$error":"#N/A"}}]
[]
[null,null,null,null,null,null,null,null,null,"Rreq =",{"$f":"Dev_Res!$G$88","v":{"$error":"#N/A"}}]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null," NORTH CAROLINA DEPARTMENT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJECT:",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Project=\"\",\"\",Project)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COUNTY",null,null,null,null,null,null,null,null,null,{"$f":"IF(County=\"\",\"\",County)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," OF TRANSPORTATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESCRIPTION:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Sub_1=\"\",\"\",Sub_1)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," GEOTECHNICAL ENGINEERING UNIT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DESIGNED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Prep=\"\",\"\",Prep)","v":""},null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,{"$f":"IF(Prep_Date=\"\",\"\",Prep_Date)","v":""},null,null,null,null,null,null,null,null,null,"STATION:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Station = \"\",\"\",Station)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null," Drilled Pier Axial Resistance Worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CHECKED BY:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DATE:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR. NO.:",null,null,null,null,null,null,null,null,null,{"$f":"IF(Str_No=\"\",\"\",Str_No)","v":""},null,null,null,"PAGE:",null,null,null,null,null,null,{"$f":"Tip_Calcs!$C$35","v":4},null,null,"OF",null,null,null,{"$f":"IF(DA184=\"\",\"\",Tip_Calcs!$D$37)","v":1}]
[]
[]
[null,null,null,"Load Transfer of Side and Tip Resistance for Drilled Piers Socketed in Hard Rock"]
[]
[null,null,null,"Per AASHTO Section 10.8.3.5.4a, The Factored Geotechnical Resistance for Drilled Piers socketed in hard rock"]
[null,null,null,"will be based on side resistance, tip resistance, or a combination of both. Using a combination of both side and tip"]
[null,null,null,"resistance requires a displacement based analysis and falls outside the limitations of this spreadsheet. For details"]
[null,null,null,"on displacement based analysis, see FHWA GEC 010 Appendix D.3.1."]
[]
[null,null,null,"Developed Factored Resistance, (Rrd)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Select which value to use for the Factored Developed Resistance"]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$D$110","v":"N/A"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!E110","v":{"$error":"#N/A"}},null,null,{"$f":"Dev_Res!$F$110","v":{"$error":"#N/A"}}]
[]
[null,null,null,{"$f":"Dev_Res!$E$112","v":{"$error":"#N/A"}}]
[]
[null,null,null,"Required Tip Resistance"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"qreq =","required tip resistance (rounded up to the nearest 10 ksf or 5 tsf)"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NCDOT policy"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rr =","required factored geotechnical resistance (kips)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"jqsRsd =","factored developed side resistance (kips)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AT =","area of drilled pier tip (ft2)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"jqp =","tip resistance factor"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"qp =","unit tip resistance (ksf)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rreq\n(kips)",null,null,null,null,null,null,null,null,null,"jqsRsd\n(kips)",null,null,null,null,null,null,null,null,null,"ATip\n(ft2)",null,null,null,null,null,null,null,null,null,"jqp",null,null,null,null,null,null,null,null,null,"qp\n(ksf)",null,null,null,null,null,null,null,null,null,"qreq\n(ksf)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!$B$179","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!C179","v":"N/A"},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!D179","v":0},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!E179","v":0.4},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!F179","v":0},null,null,null,null,null,null,null,null,null,{"$f":"Dev_Res!G179","v":"N/A"}]
[]
[null,{"$f":"Dev_Res!$B$186","v":"Revise the drilled pier design"}]

{"sheet":"Tip_Calcs","index":15,"n_rows":122,"n_cols":16,"rows_kept":122,"cut":false,"hidden":false,"merged":[[54,4,54,5],[63,3,63,7],[49,4,49,5],[48,4,48,5],[50,4,50,5],[51,4,51,5],[52,4,52,5],[0,1,0,4],[4,2,4,3],[5,2,5,3],[2,1,2,5],[53,4,53,5],[39,9,39,10],[23,1,23,5],[17,1,17,5],[7,1,7,5],[12,1,12,5],[39,1,39,6],[36,1,36,2],[28,1,28,5]]}
[null,"Tip Resistance Calculations"]
[]
[null,"Properties for Tip Layer"]
[]
[null,"Layer No. below Shaft Tip","Material below shaft tip",null,"Shaft Tip Elevation\n(ft)","Bottom of Layer 2B below Tip Elevation\n(ft)","svo\n(ksf)","m\n(ksf)","s'vo\n(ksf)","SPT\nN60\n(bpf)","SPT\nN160\n(bpf)","qu\n(ksf)","GSI","RQD\n(%)","Pages of Tip Res","Tip layer actually modeled as"]
[null,"TIP",{"$f":"Main!J48","v":0},null,{"$f":"TIP","v":0},{"$f":"Main!AS48","v":""},{"$f":"Design_Stress_Calcs!D54","v":"----"},{"$f":"Design_Stress_Calcs!E54","v":"----"},{"$f":"Design_Stress_Calcs!F54","v":{"$error":"#N/A"}},{"$f":"SPT_Calcs!G33","v":""},{"$f":"Main!$BU$48","v":0},{"$f":"Main!CM48","v":0},{"$f":"Main!CG48","v":0},{"$f":"Main!CA48","v":0},{"$f":"IF(Tip_Value=\"\",1,IF(C6=0,1,VLOOKUP($P$6,Menus_and_Boxes!$D$16:$F$22,3,FALSE)))","v":1},{"$f":"IF(AND(C6=\"Hard Rock\",Rock_Method=2,Tip_Calcs!M6<Min_GSI),\"Weathered Rock\",C6)","v":0}]
[]
[null,"Shaft Tip in Clay"]
[]
[null,"Layer No. below Shaft Tip","Shaft Tip Elevation\n(ft)","Z\n(ft)","Calc\nNC","Used\nNC","Calc\nN160\n(bpf)","Limit\nN160\n(bpf)","Use\nN160\n(bpf)","SU\n(ksf)","Calc\nqp\n(ksf)","Limit\nqp\n(ksf)","Used\nqp\n(ksf)","Ap\n(ft2)","Rp\n(Kips)"]
[null,{"$f":"IF($C$6=Menus_and_Boxes!D20,$B$6,\"\")","v":""},{"$f":"IF(B11=\"\",\"\",TIP)","v":""},{"$f":"IF(C11=\"\",\"\",NG-TIP)","v":""},{"$f":"IF(C11=\"\",\"\",IF(J11<0.5,ROUND(0.67*6*(1+0.2*(D11/(d_DP/12))),2),ROUND(6*(1+0.2*(D11/(d_DP/12))),2)))","v":""},{"$f":"IF(B11=\"\",\"\",IF(E11>9,9,E11))","v":""},{"$f":"IF(B11=\"\",\"\",K6)","v":""},{"$f":"G11","v":""},{"$f":"IF(B11=\"\",\"\",IF(G11<H11,G11,H11))","v":""},{"$f":"IF(D11=\"\",\"\",ROUND(100*I11/1000,3))","v":""},{"$f":"IF($B11=\"\",\"\",ROUND(F11*J11,3))","v":""},{"$f":"IF($B11=\"\",\"\",80)","v":""},{"$f":"IF($B11=\"\",0,IF(K11>L11,L11,K11))","v":0},{"$f":"IF(D11=\"\",0,ROUND((PI()*(d_DP-2)^2/4)/144,2))","v":0},{"$f":"IF(D11=\"\",0,ROUND(M11*N11,0))","v":0}]
[]
[null,"Shaft Tip in Sand"]
[]
[null,"Layer No. below Shaft Tip","Shaft Tip Elevation\n(ft)","Actual\nN60\n(bpf)","Limiting\nN60\n(bpf)","Used\nN60\n(bpf)","Calc\nqp\n(ksf)","Limit\nqp\n(ksf)","Used\nqp\n(ksf)","Ap\n(ft2)","Rp\n(Kips)"]
[null,{"$f":"IF(OR($C$6=Menus_and_Boxes!D17,$C$6=Menus_and_Boxes!D18,$C$6=Menus_and_Boxes!D19),$B$6,\"\")","v":""},{"$f":"IF(B16=\"\",\"\",TIP)","v":""},{"$f":"IF(B16=\"\",\"\",J6)","v":""},{"$f":"IF(B16=\"\",\"\",50)","v":""},{"$f":"IF(B16=\"\",\"\",IF(D16<=E16,D16,E16))","v":""},{"$f":"IF(B16=\"\",\"\",ROUND(1.2*D16,3))","v":""},{"$f":"IF(B16=\"\",\"\",IF(F16<=50,60,G16))","v":""},{"$f":"IF(B16=\"\",0,IF(G16>60,H16,G16))","v":0},{"$f":"IF(C16=\"\",0,ROUND((PI()*(d_DP-2)^2/4)/144,2))","v":0},{"$f":"IF(C16=\"\",0,ROUND(I16*J16,0))","v":0}]
[]
[null,"Shaft Tip in Weathered Rock"]
[]
[null,"Layer No. below Shaft Tip","Shaft Tip Elevation\n(ft)","NC","N60\n(bpf)","s'p\n(ksf)","s'vo\n(ksf)","OCR","SU\n(ksf)","qp\n(ksf)","Ap\n(ft2)","Rp\n(Kips)"]
[null,{"$f":"IF($P$6=\"Weathered Rock\",Tip_Value,\"\")","v":""},{"$f":"IF(B21=\"\",\"\",TIP)","v":""},{"$f":"IF(B21=\"\",\"\",9)","v":""},{"$f":"IF(B21=\"\",\"\",IF(J6>600,600,J6))","v":""},{"$f":"IF(B21=\"\",\"\",0.47*E21^0.8*ATM)","v":""},{"$f":"IF(B21=\"\",\"\",I6)","v":""},{"$f":"IF(B21=\"\",\"\",F21/G21)","v":""},{"$f":"IF(B21=\"\",\"\",ROUND(0.23*H21^0.8*G21,3))","v":""},{"$f":"IF(B21=\"\",0,ROUND(D21*I21,3))","v":0},{"$f":"IF(B21=\"\",0,ROUND((PI()*(d_DP-2)^2/4)/144,2))","v":0},{"$f":"IF(B21=\"\",0,ROUND(J21*K21,0))","v":0}]
[]
[]
[null,"Shaft Tip in Hard Rock"]
[]
[null,"Layer No. below Shaft Tip","Shaft Tip Elevation\n(ft)","svo\n(ksf)","qu\n(ksf)","AASHTO\nEquation","mi","GSI","mb","s","a","A","qp\n(ksf)","Ap\n(ft2)","Rp\n(Kips)"]
[null,{"$f":"IF(AND(Rock_Method = 2,$P$6=\"Hard Rock\"),Tip_Value,\"\")","v":""},{"$f":"IF($B$27=\"\",\"\",TIP)","v":""},{"$f":"IF(B27=\"\",\"\",I6)","v":""},{"$f":"IF($B$27=\"\",\"\",$L$6)","v":""},{"$f":"IF($B$27=\"\",\"\",IF(Socket_Value=TRUE,'Tip_HR_GSI (Socket)'!$N$46,Tip_HR_GSI!$N$46))","v":""},{"$f":"IF($B$27=\"\",\"\",IF(Socket_Value=TRUE,'Tip_HR_GSI (Socket)'!$AP$46,Tip_HR_GSI!$AP$46))","v":""},{"$f":"IF($B27=\"\",\"\",GSI_TIP)","v":""},{"$f":"IF(B27=\"\",\"\",IF(F27=Menus_and_Boxes!D27,\"N/A\",G27*EXP((H27-100)/28)))","v":""},{"$f":"IF(B27=\"\",\"\",IF(I27=\"N/A\",\"N/A\",EXP((H27-100)/9)))","v":""},{"$f":"IF(B27=\"\",\"\",IF(I27=\"N/A\",\"N/A\",1/2+(1/6)*(EXP(-H27/15)-EXP(-20/3))))","v":""},{"$f":"IF(B27=\"\",\"\",IF(I27=\"N/A\",\"N/A\",D27+E27*(I27*(D27/E27)+J27)^K27))","v":""},{"$f":"IF(B27=\"\",0,IF(F27=Menus_and_Boxes!$D$27,ROUND(2.5*Tip_Calcs!E27,0),ROUND(L27+E27*(I27*(L27/E27)+J27)^K27,0)))","v":0},{"$f":"IF(B27=\"\",0,ROUND((PI()*(d_DP-2)^2/4)/144,2))","v":0},{"$f":"IF(B27=\"\",0,ROUND(M27*N27,0))","v":0}]
[]
[null,"Determining Page Number on Side Resistance Sheets"]
[]
[null,"Page","Page No."]
[null,"Tip - Page 1",{"$f":"MAX(Side_Calcs!$F$76:$F$79)+1","v":1},null,"Tip modeled as "]
[null,"Tip - Page 2",{"$f":"MAX(Side_Calcs!$F$76:$F$79)+2","v":2}]
[null,"Tip - Page 3",{"$f":"MAX(Side_Calcs!$F$76:$F$79)+3","v":3}]
[null,"Tip - Page 4",{"$f":"MAX(Side_Calcs!$F$76:$F$79)+4","v":4}]
[null,"Tip - Page 5",{"$f":"MAX(Side_Calcs!$F$76:$F$79)+5","v":5}]
[null,"Total Pages",null,{"$f":"IF(O6=1,1,MAX(Side_Calcs!$F$76:$F$79)+O6)","v":1}]
[]
[]
[null,"m",null,null,null,null,null,null,null,"s"]
[null,"RMR","A","B","C","D","E",null,null,"RMR","A-E"]
[null,44,0.128,0.183,0.27500000000000002,0.311,0.45800000000000002,null,null,44,9.0000000000000006E-5]
[null,65,0.57499999999999996,0.82099999999999995,1.2310000000000001,1.395,2.052,null,null,65,2.9299999999999999E-3]
[null,85,2.4,3.43,5.14,5.82,8.5670000000000002,null,null,85,8.2000000000000003E-2]
[null,100,7,10,15,17,25,null,null,100,1]
[]
[null,"Exponential Regression Equations for m and s parameters"]
[null,null,null,"y = b*m^x = m^ln(b)*x"]
[null,null,"b","m","LN(b)"]
[null,"s",{"$f":"LOGEST(K42:K45,J42:J45,TRUE,FALSE)","v":1.1810034622322476},5.9329398068121112E-8,{"$f":"LN(C50)","v":0.16636446882163733}]
[null,"m for A",{"$f":"LOGEST(C42:C45,B42:B45,TRUE,FALSE)","v":1.0740738280115163},5.5212562885618944E-3,7.14587348893925E-2]
[null,"m for B",{"$f":"LOGEST(D42:D45,B42:B45,TRUE,FALSE)","v":1.07406548008564},7.8933492577059096E-3,7.1450962650557795E-2]
[null,"m for C",{"$f":"LOGEST(E42:E45,B42:B45,TRUE,FALSE)","v":1.0740283600453122},1.187144857425965E-2,7.1416401739262433E-2]
[null,"m for D",{"$f":"LOGEST(F42:F45,B42:B45,TRUE,FALSE)","v":1.0740606648066404},1.3414020361857975E-2,7.1446479413843786E-2]
[null,"m for E",{"$f":"LOGEST(G42:G45,B42:B45,TRUE,FALSE)","v":1.074040767915204},1.9766354094412568E-2,7.1427954318954018E-2]
[]
[null,null,"Rock Type =",{"$f":"IF(D58=\"\",\"\",MATCH(#REF!,B41:G41,0))","v":{"$error":"#REF!"}}]
[null,null,"RMR =",{"$f":"#REF!","v":{"$error":"#REF!"}}]
[null,null,"m =",{"$f":"IF(D58=\"\",\"\",ROUND(VLOOKUP($D$58,$B$66:$H$122,1+$D$57,FALSE),$D$60))","v":{"$error":"#REF!"}}]
[null,null,"round m to",{"$f":"IF(D58=100,0,3)","v":{"$error":"#REF!"}},"digits"]
[null,null,"s =",{"$f":"IF(D58=\"\",\"\",ROUND(VLOOKUP($D$58,$B$66:$C$122,2,FALSE),$D$62))","v":{"$error":"#REF!"}}]
[null,null,"round s to",{"$f":"IF(D58<=J43,5,IF(D58<=85,3,2))","v":{"$error":"#REF!"}},"digits"]
[]
[null,null,null,"m"]
[null,"RMR","s","A","B","C","D","E"]
[null,44,{"$f":"$K$42","v":9.0000000000000006E-5},{"$f":"C42","v":0.128},{"$f":"D42","v":0.183},{"$f":"E42","v":0.27500000000000002},{"$f":"F42","v":0.311},{"$f":"G42","v":0.45800000000000002}]
[null,45,{"$f":"$D$50*EXP($E$50*B67)","v":1.0582118680391961E-4},{"$f":"$D$51*EXP($E$51*$B67)","v":0.13758590599962786},{"$f":"$D$52*EXP($E$52*$B67)","v":0.1966280470599209},{"$f":"$D$53*EXP($E$53*$B67)","v":0.29526531234245013},{"$f":"$D$54*EXP($E$54*$B67)","v":0.33408385664206791},{"$f":"$D$55*EXP($E$55*$B67)","v":0.49188214664788588}]
[null,46,{"$f":"$D$50*EXP($E$50*B68)","v":1.2497518799295447E-4},{"$f":"$D$51*EXP($E$51*$B68)","v":0.14777742073745295},{"$f":"$D$52*EXP($E$52*$B68)","v":0.2111913977637157},{"$f":"$D$53*EXP($E$53*$B68)","v":0.31712331919342857},{"$f":"$D$54*EXP($E$54*$B68)","v":0.35882632916614593},{"$f":"$D$55*EXP($E$55*$B68)","v":0.52830147850947429}]
[null,47,1.4759612971280525E-4,0.15872385998514449,0.22683339002904268,0.34059943844544416,0.38540124565431705,0.56741732566905334]
[null,48,1.7431154020290291E-4,0.1704811438910081,0.24363391396099698,0.3658134563059145,0.413944318124783,0.60942934018998152]
[null,49,2.0586253248666394E-4,0.1831093348227972,0.26167877676366164,0.39289402655874883,0.444601309518036,0.6545519565277037]
[null,50,2.4312436361064864E-4,0.19667294419776421,0.28106014099288529,0.42197932701649232,0.47752877807484462,0.70301548602941411]
[null,51,2.8713071517718789E-4,0.211241262040788,0.3018769952684609,0.45321776456854779,0.51289487684337043,0.75506729247131221]
[null,52,3.3910236873748025E-4,0.22688871095413291,0.32423565984982999,0.48676873242295982,0.55088021239831031,0.81097305463354219]
[null,53,4.0048107153012043E-4,0.243695226307104,0.34825032965749192,0.52280342340556685,0.59167876715735235,0.87101812235714826]
[null,54,4.7296953203555337E-4,0.26174666458780393,0.37404365751355639,0.56150570346635598,0.63549889000499948,0.93550897300453062]
[null,55,5.5857865486435448E-4,0.281135242003069,0.40174738058028664,0.60307304985005972,0.68256436028265166,1.0047747757573497]
[null,56,6.5968332532383427E-4,0.30196000556718039,0.43150299319611374,0.64771755871798453,0.73311553057850432,1.0791690717362514]
[null,57,7.7908829118433027E-4,0.32432733908592032,0.46346246954557463,0.69566702736243013,0.78741055415322103,1.1590715785179406]
[null,58,9.2010596927329948E-4,0.34835150662080322,0.49778903985414397,0.74716611653566822,0.84572670326957367,1.244890128260097]
[null,59,1.0866483353323246E-3,0.3741552362097853,0.534658024072311,0.80247759882422842,0.90836178515844646,1.3370627493265308]
[null,60,1.2833354462563839E-3,0.40187034682639722,0.57425772730686642,0.86188369943828602,0.97563566285222736,1.4360599020374816]
[null,61,1.5156236052341558E-3,0.43163842178014428,0.61679040157273801,0.92568753625748912,1.0478918886521305,1.5423868799565685]
[null,62,1.789956725222459E-3,0.46361153199824867,0.66247327877743711,0.99421466648101653,1.1254994585711942,1.6565863889708894]
[null,63,2.1139450897336197E-3,0.49795301288364263,0.71153968021399616,1.0678147477736033,1.2088546967124905,1.7792413173281678]
[null,64,2.496576469944264E-3,0.53483829871780209,0.76424020822902861,1.1468633223834817,1.2983832792056469,1.9109777107696053]
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[null,66,3.4821479103103611E-3,0.61700796039826167,0.8816402330246581,1.3229491824777786,1.4978231458777489,2.2044342724117443]
[null,67,4.1124287380813222E-3,0.66271210193853847,0.94693934014644421,1.4208849408798951,1.6087529238242297,2.3676522787597047]
[null,68,4.856792577857435E-3,0.71180172419868437,1.0170748569863699,1.5260707228663142,1.7278982348722787,2.5429550716352551]
[null,69,5.7358888497935122E-3,0.76452760269527853,1.0924049945520991,1.6390432357932716,1.8558675268651397,2.7312374179129928]
[null,70,6.774104590585482E-3,0.82115908884738564,1.1733144949215515,1.7603789185824095,1.9933143096978272,2.9334603336940086]
[null,71,8.0002409750048169E-3,0.8819854859647599,1.2602165962793563,1.8906968829834052,2.1409404926426374,3.1506559894495045]
[null,72,9.4483122901729798E-3,0.94731752716076711,1.3535551434946784,2.0306620725734503,2.299499968839207,3.3839329783449807]
[null,73,1.1158489526945784E-2,1.017488962739969,1.4538068550199981,2.1809886556122779,2.4698024652542894,3.6344819746352282]
[null,74,1.3178214764605244E-2,1.0928582651695857,1.5614837576888487,2.3424436690646848,2.6527176777721011,3.9035818110111857]
[null,75,1.5563517263038944E-2,1.1738104603447221,1.6771358018480025,2.5158509323840677,2.8491797125322296,4.1926060059182779]
[null,76,1.8380567772160343E-2,1.2607590945024147,1.80135367018069,2.7020952510269298,3.0601918561959591,4.5030297741623615]
[null,77,2.1707514176715837E-2,1.3541483468325419,1.9347717945666527,2.9021269311466797,3.2868316995016982,4.8364375565863718]
[null,78,2.5636649399157E-2,1.4544552985778951,2.0780715963873875,3.1169666285028033,3.5302566402743332,5.1945311072499578]
[null,79,3.0276971700438686E-2,1.562192370215193,2.2319849668261496,3.3477105563268319,3.7917097939911097,5.5791381793901618]
[null,80,3.5757208404125863E-2,1.677909939167415,2.3972980049380599,3.5955360787180868,4.0725263420879401,5.9922218544972399]
[null,81,4.2229386925032662E-2,1.8021991514201163,2.5748550325821444,3.8617077181093395,4.3741403504255274,6.435890562122486]
[null,82,4.9873052166408784E-2,1.9356949414049107,2.7655629067212679,4.1475836074552994,4.6980920927355934,6.9124088415602509]
[null,83,5.8900247280618261E-2,2.0790792755773007,2.9703956511146168,4.4546224200660349,5.046035916446411,7.4242089003332135]
[null,84,6.9561395964745684E-2,2.233084636258722,3.1903994310587187,4.7843908124446033,5.4197486910566166,7.97390302847678]
[null,85,{"$f":"$K$44","v":8.2000000000000003E-2},{"$f":"C44","v":2.4},{"$f":"D44","v":3.43},{"$f":"E44","v":5.14},{"$f":"F44","v":5.82},{"$f":"G44","v":8.5670000000000002}]
[null,86,9.7022091056685467E-2,2.5761636743625851,3.6804979214040561,5.5189714331638182,6.2522562977487954,9.1984040534846834]
[null,87,0.11458342545095793,2.7669899793068358,3.9530957669070483,5.9275318374978623,6.7153025557015749,9.8794609531990076]
[null,88,0.13532342217201196,2.9719515191436003,4.2458837027075305,6.3663372985442059,7.2126423273545637,10.61094382876214]
[null,89,0.1598174301062622,3.1920953448312082,4.5603571175363591,6.8376268082507359,7.7468154131309559,11.396586258148778]
[null,90,0.18874493828055589,3.4285460664005947,4.8981221568086557,7.3438051074674009,8.3205497127617605,12.240398256313979]
[null,91,0.22290842558814836,3.6825115980527139,5.2609039258707941,7.8874549560656,8.9367751560456039,13.146686742799385]
[null,92,0.2632556223803425,3.955289328817285,5.6505553008248439,8.4713503113944064,9.5986386653298084,14.120077524776889]
[null,93,0.31090580148328967,4.2482727502958832,6.0690663919308951,9.0984704823162801,10.309520226122856,15.165538907733575]
[null,94,0.36718082797985696,4.5629585753473085,6.5185747079208802,9.7720153310428355,11.07305014790702,16.288407054310081]
[null,95,0.43364182910951432,4.9009543840812597,7.0013760731371519,10.495421600337584,11.893127603298279,17.494413220726617]
[null,96,0.51213250154706103,5.2639868362199822,7.5199363532541685,11.272380449394712,12.773940540228754,18.789713009815117]
[null,97,0.60483025744874097,5.6539104917810281,8.0769040494713895,12.106856287870244,13.7199870688386,20.180917789968134]
[null,98,0.71430662810978474,6.0727172851417244,8.6751238255011387,13.003107004165555,14.736098432295295,21.675128440370969]
[null,99,0.84359860089309813,6.5225467008838702,9.3176510364392549,13.965705691177641,15.827463678847174,23.279971594756724]
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{"sheet":"Dev_Res","index":16,"n_rows":188,"n_cols":17,"rows_kept":188,"cut":false,"hidden":false,"merged":[[160,6,162,6],[160,7,162,7],[38,3,38,4],[39,3,39,4],[40,3,40,4],[38,5,38,11],[92,10,94,10],[113,1,113,5],[49,1,51,1],[46,1,46,5],[92,9,94,9],[173,1,173,4],[92,1,94,1],[170,1,170,2],[171,1,171,2],[39,5,39,11],[40,5,40,11],[92,11,94,11],[89,1,89,5],[91,1,91,11],[61,1,61,5],[41,3,41,4],[41,5,41,11],[42,3,42,4],[42,5,42,11],[44,1,44,11],[48,1,48,5],[32,6,32,8],[33,6,33,8],[36,1,36,5],[32,3,32,4],[33,3,33,4],[10,4,10,7],[9,9,9,11],[9,4,9,7],[20,3,20,4],[20,5,20,11],[31,3,31,4],[6,9,6,11],[7,9,7,11],[31,6,31,8],[8,4,8,7],[29,3,29,4],[30,3,30,4],[21,5,21,11],[23,1,23,11],[30,6,30,8],[28,6,28,8],[29,6,29,8],[27,6,27,8],[28,3,28,4],[27,3,27,4],[25,1,25,5],[1,1,1,4],[3,1,3,5],[18,3,18,4],[19,3,19,4],[21,3,21,4],[17,3,17,4],[18,5,18,11],[19,5,19,11],[5,9,5,11],[17,5,17,11],[6,4,6,7],[7,4,7,7],[5,4,5,7],[8,9,8,11],[15,1,15,5],[10,9,10,11],[169,1,169,2],[168,1,168,2],[167,1,167,5],[160,8,162,8],[92,6,94,6],[92,7,94,7],[92,8,94,8],[92,2,94,2],[92,3,94,3],[92,4,94,4],[92,5,94,5],[152,5,154,5],[152,6,154,6],[152,7,154,7],[160,5,162,5],[152,8,154,8]]}
[]
[null,"Developed Side and Tip Resistance"]
[]
[null,"Summary of Nominal and Factored Side Resistance"]
[]
[null,"Material Type","Nominal Side\nResistance\n(kips)","Nominal Side\n Resistance\n(%)","AASHTO \nDescription of Material",null,null,null,"AASHTO Side\nResistance Factor","Reference",null,null,"Factored\nSide\nResistance\n(kips)"]
[null,"Cohesive Soil",{"$f":"SUM(Side_Calcs!O18:O25)","v":0},{"$f":"ROUND(C7/SUM($C$7:$C$11),3)*100","v":{"$error":"#DIV/0!"}},{"$f":"D7 & \"% of the side resistance is produced by \" & B7","v":{"$error":"#DIV/0!"}},null,null,null,{"$f":"IF(Piers=1,ROUND(0.8*0.45,2),0.45)","v":0.45},{"$f":"\"for \" & B7 & \", see AASHTO Table 10.5.5.2.4-1.\"","v":"for Cohesive Soil, see AASHTO Table 10.5.5.2.4-1."},null,null,{"$f":"ROUND(C7*I7,0)","v":0}]
[null,"Cohesionless Soil",{"$f":"SUM(Side_Calcs!V38)","v":0},{"$f":"ROUND(C8/SUM($C$7:$C$11),3)*100","v":{"$error":"#DIV/0!"}},{"$f":"D8 & \"% of the side resistance is produced by \" & B8","v":{"$error":"#DIV/0!"}},null,null,null,{"$f":"IF(Piers=1,ROUND(0.8*0.55,2),0.55)","v":0.55000000000000004},{"$f":"\"for \" & B8 & \", see AASHTO Table 10.5.5.2.4-1.\"","v":"for Cohesionless Soil, see AASHTO Table 10.5.5.2.4-1."},null,null,{"$f":"ROUND(C8*I8,0)","v":0}]
[null,"Cohesive\nIGM",{"$f":"SUM(Side_Calcs!U59)","v":0},{"$f":"ROUND(C9/SUM($C$7:$C$11),3)*100","v":{"$error":"#DIV/0!"}},{"$f":"D9 & \"% of the side resistance is produced by \" & B9","v":{"$error":"#DIV/0!"}},null,null,null,{"$f":"IF(Piers=1,ROUND(0.8*0.6,2),0.6)","v":0.6},{"$f":"\"for \" & B9 & \", see AASHTO Table 10.5.5.2.4-1.\"","v":"for Cohesive\nIGM, see AASHTO Table 10.5.5.2.4-1."},null,null,{"$f":"ROUND(C9*I9,0)","v":0}]
[null,"Weathered Rock",{"$f":"SUM(Side_Calcs!S64:S71)","v":0},{"$f":"ROUND(C10/SUM($C$7:$C$11),3)*100","v":{"$error":"#DIV/0!"}},{"$f":"D10 & \"% of the side resistance is produced by \" & B10","v":{"$error":"#DIV/0!"}},null,null,null,{"$f":"IF(Piers=1,ROUND(0.8*0.6,2),0.6)","v":0.6},{"$f":"\"for \" & B10 & \" (use IGM), see AASHTO Table 10.5.5.2.4-1.\"","v":"for Weathered Rock (use IGM), see AASHTO Table 10.5.5.2.4-1."},null,null,{"$f":"ROUND(C10*I10,0)","v":0}]
[null,"Hard Rock",{"$f":"SUM(Side_Calcs!R64:R71)","v":0},{"$f":"ROUND(C11/SUM($C$7:$C$11),3)*100","v":{"$error":"#DIV/0!"}},{"$f":"D11 & \"% of the side resistance is produced by \" & B11","v":{"$error":"#DIV/0!"}},null,null,null,{"$f":"IF(Piers=1,ROUND(0.8*0.55,2),0.55)","v":0.55000000000000004},{"$f":"\"for \" & B11 & \", see AASHTO Table 10.5.5.2.4-1.\"","v":"for Hard Rock, see AASHTO Table 10.5.5.2.4-1."},null,null,{"$f":"ROUND(C11*I11,0)","v":0}]
[]
[null,null,null,"Total Nominal Side Resistance (kips) =",{"$f":"IF(Socket_Value=FALSE,SUM(C7:C10),SUM(C7:C11))","v":0},null,{"$f":"VLOOKUP(MAX($C$7:$C$11),$C$7:$H$11,3,FALSE)","v":{"$error":"#DIV/0!"}}]
[null,null,null,"Total Factored Side Resistance (kips) =",{"$f":"IF(Socket_Value=FALSE,SUM(M7:M10),SUM(M7:M11))","v":0},null,{"$f":"IF(Piers=1,\"* The Resistance Factors have been reduced by 20% because the bent has only 1 pier. See AASHTO 10.5.5.2.4.\",\"\")","v":""}]
[]
[null,"Summary of Load Transfer for Side Resistance"]
[]
[null,"Material\nType","Nom. Res (kips)","AASHTO\nLoad Transfer Curve",null,"Reference"]
[null,"Cohesive Material",{"$f":"SUM(Side_Calcs!O18:O25)+SUM(Side_Calcs!U51:U58)","v":0},"AASHTO Figure 10.8.2.2.2.1",null,{"$f":"\"The majority of the side resistance is produced by \" &B19 & \", use \" & D19 & \" to predict the normalized load transfer for side resistance.\"","v":"The majority of the side resistance is produced by Cohesive Material, use AASHTO Figure 10.8.2.2.2.1 to predict the normalized load transfer for side resistance."}]
[null,"Cohesionless Material",{"$f":"SUM(Side_Calcs!V30:V37)","v":0},"AASHTO Figure 10.8.2.2.2.3",null,{"$f":"\"The majority of the side resistance is produced by \" &B20 & \", use \" & D20 & \" to predict the normalized load transfer for side resistance.\"","v":"The majority of the side resistance is produced by Cohesionless Material, use AASHTO Figure 10.8.2.2.2.3 to predict the normalized load transfer for side resistance."}]
[null,"Weathered Rock",{"$f":"SUM(Side_Calcs!S64:S71)","v":0},"AASHTO Figure 10.8.2.2.2.1",null,{"$f":"\"The majority of the side resistance is produced by \" &B21 & \" , which is treated as a cohesive material for Load transfer. Use \" & D21 & \" to predict the normalized load transfer for side resistance.\"","v":"The majority of the side resistance is produced by Weathered Rock , which is treated as a cohesive material for Load transfer. Use AASHTO Figure 10.8.2.2.2.1 to predict the normalized load transfer for side resistance."}]
[null,"Hard Rock",{"$f":"SUM(Side_Calcs!R64:R71)","v":0},"AASHTO Figure 10.8.2.2.2.1",null,{"$f":"\"The majority of the side resistance is produced by \" &B22 & \" , which is treated as a cohesive material for Load transfer. Use \" & D22 & \" to predict the normalized load transfer for side resistance.\"","v":"The majority of the side resistance is produced by Hard Rock , which is treated as a cohesive material for Load transfer. Use AASHTO Figure 10.8.2.2.2.1 to predict the normalized load transfer for side resistance."}]
[]
[null,{"$f":"VLOOKUP(MAX(C19:C22),C19:F22,4,FALSE)","v":"The majority of the side resistance is produced by Cohesive Material, use AASHTO Figure 10.8.2.2.2.1 to predict the normalized load transfer for side resistance."}]
[]
[null,"Summary of Nominal and Factored Tip Resistance"]
[]
[null,"Material Type","Nominal Tip\n Resistance\n(kips)","Tip Description",null,"AASHTO Tip\nResistance Factor","Reference"]
[null,"Cohesive Soil",{"$f":"IF(Tip_Calcs!$K$6<=50,Tip_Calcs!$O$11,0)","v":0},{"$f":"\"the drilled pier is bearing on \" & B29","v":"the drilled pier is bearing on Cohesive Soil"},null,{"$f":"IF(Piers=1,ROUND(0.8*0.4,2),0.4)","v":0.4},{"$f":"\"for \" & B29 & \", see AASHTO Table 10.5.5.2.4-1.\"","v":"for Cohesive Soil, see AASHTO Table 10.5.5.2.4-1."}]
[null,"Cohesionless Soil",{"$f":"IF(Tip_Calcs!$K$6<=50,Tip_Calcs!$K$16,0)","v":0},"the drilled pier is bearing on Cohesionless Soil",null,{"$f":"IF(Piers=1,ROUND(0.8*0.5,2),0.5)","v":0.5},{"$f":"\"for \" & B30 & \", see AASHTO Table 10.5.5.2.4-1.\"","v":"for Cohesionless Soil, see AASHTO Table 10.5.5.2.4-1."}]
[null,"Cohesive IGM",{"$f":"IF(Tip_Calcs!$K$6<=50,0,Tip_Calcs!$O$11)","v":0},"the drilled pier is bearing on Cohesive IGM",null,{"$f":"IF(Piers=1,ROUND(0.8*0.55,2),0.55)","v":0.55000000000000004},{"$f":"\"for IGM, see AASHTO Table 10.5.5.2.4-1.\"","v":"for IGM, see AASHTO Table 10.5.5.2.4-1."}]
[null,"Cohesionless IGM",{"$f":"IF(Tip_Calcs!$K$6<=50,0,Tip_Calcs!$K$16)","v":0},"the drilled pier is bearing on Cohesionless IGM",null,{"$f":"IF(Piers=1,ROUND(0.8*0.55,2),0.55)","v":0.55000000000000004},{"$f":"\"for IGM, see AASHTO Table 10.5.5.2.4-1.\"","v":"for IGM, see AASHTO Table 10.5.5.2.4-1."},null,null,null,null,"Total Nominal Tip Resistance (kips) =",{"$f":"MAX(C29:C34)","v":0},null,{"$f":"VLOOKUP(MAX($C$29:$C$34),$C$29:$L$34,2,FALSE)","v":"the drilled pier is bearing on Cohesive Soil"}]
[null,"Weathered Rock",{"$f":"Tip_Calcs!$L$21","v":0},"the drilled pier is bearing on Weathered Rock",null,{"$f":"IF(Piers=1,ROUND(0.8*0.55,2),0.55)","v":0.55000000000000004},{"$f":"\"for \" & B33 & \" (use IGM), see AASHTO Table 10.5.5.2.4-1.\"","v":"for Weathered Rock (use IGM), see AASHTO Table 10.5.5.2.4-1."},null,null,null,null,"Appropriate Tip Resistance Factor = =",{"$f":"VLOOKUP(MAX(C29:C34),C29:F34,4,FALSE)","v":0.4},null,{"$f":"VLOOKUP(MAX($C$29:$C$34),$C$29:$L$34,5,FALSE)","v":"for Cohesive Soil, see AASHTO Table 10.5.5.2.4-1."}]
[null,"Hard Rock",{"$f":"IF(Rock_Method=1,Tip_Calcs!#REF!,Tip_Calcs!O27)","v":0},"the drilled pier is bearing on Hard Rock",null,{"$f":"IF(Piers=1,ROUND(0.8*0.5,2),0.5)","v":0.5},{"$f":"\"for \" & B34 & \", see AASHTO Table 10.5.5.2.4-1.\"","v":"for Hard Rock, see AASHTO Table 10.5.5.2.4-1."},null,null,null,null,"Total Factored Tip Resistance (kips) =",{"$f":"ROUND(M32*M33,0)","v":0},null,{"$f":"IF(Piers=1,\"* The Resistance Factor has been reduced by 20% because the bent has only 1 pier. See AASHTO 10.5.5.2.4.\",\"\")","v":""}]
[]
[]
[null,"Summary of Load Transfer for Tip Resistance"]
[]
[null,"Material Type","Nominal Tip\n Resistance\n(kips)","AASHTO\nLoad Transfer Curve",null,"Reference"]
[null,"Cohesive Material",{"$f":"Tip_Calcs!O11","v":0},"AASHTO Figure 10.8.2.2.2.2",null,{"$f":"\"The drilled pier tip is bearing on \" &B40 & \", use \" & D40 & \" to predict the normalized load transfer for tip resistance.\"","v":"The drilled pier tip is bearing on Cohesive Material, use AASHTO Figure 10.8.2.2.2.2 to predict the normalized load transfer for tip resistance."}]
[null,"Cohesionless Material",{"$f":"Tip_Calcs!K16","v":0},"AASHTO Figure 10.8.2.2.2.4",null,{"$f":"\"The drilled pier tip is bearing on \" &B41 & \", use \" & D41 & \" to predict the normalized load transfer for tip resistance.\"","v":"The drilled pier tip is bearing on Cohesionless Material, use AASHTO Figure 10.8.2.2.2.4 to predict the normalized load transfer for tip resistance."}]
[null,"Weathered Rock",{"$f":"Tip_Calcs!$L$21","v":0},"AASHTO Figure 10.8.2.2.2.2",null,{"$f":"\"The drilled pier tip is bearing on \" &B42 & \", which is treated as a cohesive material for load transfer. Use \" & D42 & \" to predict the normalized load transfer for tip resistance.\"","v":"The drilled pier tip is bearing on Weathered Rock, which is treated as a cohesive material for load transfer. Use AASHTO Figure 10.8.2.2.2.2 to predict the normalized load transfer for tip resistance."}]
[null,"Hard Rock",{"$f":"Tip_Calcs!O27","v":0},"AASHTO Figure 10.8.2.2.2.2",null,{"$f":"\"The drilled pier tip is bearing on \" &B43 & \", which is treated as a cohesive material for load transfer. Use \" & D43 & \" to predict the normalized load transfer for tip resistance.\"","v":"The drilled pier tip is bearing on Hard Rock, which is treated as a cohesive material for load transfer. Use AASHTO Figure 10.8.2.2.2.2 to predict the normalized load transfer for tip resistance."}]
[]
[null,{"$f":"VLOOKUP(MAX($C$40:$C$43),$C$40:$L$43,4,FALSE)","v":"The drilled pier tip is bearing on Cohesive Material, use AASHTO Figure 10.8.2.2.2.2 to predict the normalized load transfer for tip resistance."}]
[]
[null,"Vertical Displacement vs Load Transfer for Side and Tip Resistance"]
[]
[null,"Rd / Rp from AASHTO Figures"]
[null,"Dz / D","Cohesive","Cohesive","Cohesionless","Cohesionless","Use ",{"$f":"VLOOKUP(MAX($C$19:$C$22),$C$19:$E$22,2,FALSE)","v":"AASHTO Figure 10.8.2.2.2.1"},null,null,"Side Transfer is ",{"$f":"IF(RIGHT(H50,1)=\"1\",\"Cohesive\",\"Cohesionless\")","v":"Cohesive"}]
[null,null,"Side Res","Tip Res","Side Res","Tip Res","Use ",{"$f":"VLOOKUP(MAX($C$40:$C$43),$C$40:$E$43,2,FALSE)","v":"AASHTO Figure 10.8.2.2.2.2"},null,null,"Tip Transfer is ",{"$f":"IF(RIGHT(H51,1)=\"2\",\"Cohesive\",\"Cohesionless\")","v":"Cohesive"}]
[null,null,"10.8.2.2.2.1","10.8.2.2.2.2","10.8.2.2.2.3","10.8.2.2.2.4"]
[null,0,0,0,0,0]
[null,3.0000000000000001E-3,0.83,0.25,0.7,0.1]
[null,6.0000000000000001E-3,0.95,0.42,0.94,0.2]
[null,0.01,0.93,0.57999999999999996,0.97,0.3]
[null,1.2999999999999999E-2,0.91,0.65,0.96,0.38]
[null,1.6E-2,0.88,0.72,0.95,0.47]
[null,0.02,0.83,0.81,0.9,0.56000000000000005]
[null,0.05,0.55000000000000004,0.98,0.75,0.97499999999999998]
[]
[null,"Required Resistance Calculation"]
[]
[null,"Pr =",{"$f":"Pr","v":0},"kips  (Maximum Factored Axial Load Reported by Structure Design)"]
[null,"yDC =",1.25,"kips  (Factor for Permanent Dead Loads, from AASHTO Table 3.4.1-2)"]
[null,"yWA =",1,"kips  (Factor for Water Loads, from AASHTO Table 3.4.1-1)"]
[null,"gc =",{"$f":"gamma_c","v":0.15},"kcf (Unit Weight of Concrete)"]
[null,"LColumn =",{"$f":"ROUND(BOC-TOP,2)","v":0},"ft      (Length of Column)"]
[null,"AColumn =",{"$f":"ROUND(PI()*(d_column/12)^2/4,2)","v":0},"ft2       (Cross-Sectional Area of Column)"]
[null,"WColumn =",{"$f":"ROUND(gamma_c*A_column*L_column,0)","v":0},"kips  (Dead Weight of Column)"]
[null,"gc =",{"$f":"gamma_c","v":0.15},"kcf (Unit Weight of Concrete)"]
[null,"LDP =",{"$f":"ROUND(TOP-TIP,2)","v":0},"ft      (Length of Drilled Pier)"]
[null,"ADP =",{"$f":"ROUND(PI()*(d_DP/12)^2/4,2)","v":0},"ft2       (Cross-Sectional Area of Drilled Pier)"]
[null,"WDP =",{"$f":"ROUND(gamma_c*A_DP*L_DP,0)","v":0},"kips  (Dead Weight of Drilled Pier)"]
[null,"s'vo =",{"$f":"Tip_Calcs!I6","v":{"$error":"#N/A"}},"ksf (initial effective vertical stress at the bottom of the drilled pier)"]
[null,"ADP =",{"$f":"ROUND(PI()*(d_DP/12)^2/4,2)","v":0},"ft2       (Cross-Sectional Area at the bottom of the Drilled Pier)"]
[null,"WSoil/Rock =",{"$f":"ROUND(C75*C76,0)","v":{"$error":"#N/A"}},"kips  (Unfactored Weight of Soil and Rock that will be displaced below the Design Scour Elevation )"]
[null,"gWA =",{"$f":"gamma_w","v":6.2399999999999997E-2},"kcf (Unit Weight of Water)"]
[null,"DWA =",{"$f":"IF(GWT<=TIP,0,ROUND((GWT-TIP),0))","v":0},"ft (depth from water surface to bottom of drilled pier)"]
[null,"ADP =",{"$f":"ROUND(PI()*(d_DP/12)^2/4,2)","v":0},"ft2       (Cross-Sectional Area of Drilled Pier)"]
[null,"WWa =",{"$f":"ROUND(C78*C79*C80,0)","v":0},"kips  (Weight of Water displaced by Drilled Pier)"]
[null,"Rreq =",{"$f":"ROUND(C64+C65*(W_column+W_DP)-C66*W_water-C65*C77,0)","v":{"$error":"#N/A"}},"kips (uncorrected)"]
[null,"Rreq =",{"$f":"IF(C82<C64,C64,C82)","v":{"$error":"#N/A"}},"kips (value to use)"]
[]
[null,null,null,"Graph",null,null,"Equation"]
[null,null,null,"x","y",null,{"$f":"FIXED(Pr,0,FALSE) & \" kips + \" & yDC & \"(\" & FIXED(W_column,0,FALSE) & \" kips + \" & FIXED(W_DP,0,FALSE) & \" kips) -\" & FIXED(yWA,2,FALSE) & \"(\" & FIXED(W_water,0,FALSE) & \" kips) -\" & yDC & \"(\" & FIXED(W_soil_rock,0,FALSE) & \" kips) = \" & FIXED($C$82,0,FALSE) & \" kips\"","v":{"$error":"#N/A"}}]
[null,null,null,0,{"$f":"C83","v":{"$error":"#N/A"}},null,{"$f":"FIXED(Pr,0,FALSE) & \" kips + \" & yDC & \"(\" & FIXED(W_column,0,FALSE) & \" kips + \" & FIXED(W_DP,0,FALSE) & \" kips) -\" & FIXED(yWA,2,FALSE) & \"(\" & FIXED(W_water,0,FALSE) & \" kips) -\" & yDC & \"(\" & FIXED(W_soil_rock,0,FALSE) & \" kips) = \" & FIXED($C$82,0,FALSE) & \" kips (Use \" & FIXED($C$83,0,FALSE) & \" kips)\"","v":{"$error":"#N/A"}}]
[null,null,null,{"$f":"D103","v":0},{"$f":"E87","v":{"$error":"#N/A"}},null,{"$f":"IF(C82>=C64,G86,G87)","v":{"$error":"#N/A"}}]
[]
[null,"Maximum Developed Factored Resistance for Soil and Weathered Rock"]
[]
[null,"Developed Nominal and Factored Side and Tip Resistance"]
[null,"Capacity Satisfied","Dz / D","Dz\n(inches)","Rsd / Rs","Rpd / Rp","Rs\n(kips)","Rp\n(kips)","RT\n(kips)","Factored\nRs\n(kips)","Factored\nRp\n(kips)","Rrd\n(kips)"]
[]
[]
[null,{"$f":"IF(L96>=$C$83,\"YES\",\"NO\")","v":{"$error":"#N/A"}},0,{"$f":"ROUND(C96*d_DP,1)","v":0},{"$f":"IF($L$50=\"Cohesive\",C53,E53)","v":0},{"$f":"IF($L$51=\"Cohesive\",D53,F53)","v":0},{"$f":"ROUND(E96*$E$13,0)","v":0},{"$f":"ROUND(F96*$M$32,0)","v":0},{"$f":"H96+G96","v":0},{"$f":"ROUND(E96*$E$14,0)","v":0},{"$f":"ROUND($M$33*H96,0)","v":0},{"$f":"K96+J96","v":0}]
[null,{"$error":"#N/A"},3.0000000000000001E-3,{"$f":"ROUND(C97*d_DP,2)","v":0},0.83,0.25,0,0,{"$f":"H97+G97","v":0},{"$f":"ROUND(E97*$E$14,0)","v":0},0,0]
[null,{"$error":"#N/A"},6.0000000000000001E-3,0,0.95,0.42,0,0,0,0,0,0]
[null,{"$error":"#N/A"},0.01,0,0.93,0.57999999999999996,0,0,0,0,0,0]
[null,{"$error":"#N/A"},1.2999999999999999E-2,0,0.91,0.65,0,0,0,0,0,0]
[null,{"$error":"#N/A"},1.6E-2,0,0.88,0.72,0,0,0,0,0,0]
[null,{"$error":"#N/A"},0.02,0,0.83,0.81,0,0,0,0,0,0]
[null,{"$error":"#N/A"},0.05,0,0.55000000000000004,0.98,0,0,0,0,0,0]
[]
[null,null,null,null,"The Developed Factored Side Resistance =",{"$f":"IF(COUNTIF($B$96:$B$103,\"YES\")=0,\"N/A\",VLOOKUP(\"YES\",$B$96:$L$103,9,FALSE))","v":"N/A"},"kips"]
[null,null,null,null,"The Developed Factored Tip Resistance =",{"$f":"IF(COUNTIF($B$96:$B$103,\"YES\")=0,\"N/A\",VLOOKUP(\"YES\",$B$96:$L$103,10,FALSE))","v":"N/A"},"kips"]
[null,null,null,null,"The Maximum Developed Factored Resistance =",{"$f":"IF(COUNTIF($B$96:$B$103,\"YES\")=0,\"N/A\",VLOOKUP(\"YES\",$B$96:$L$103,11,FALSE))","v":"N/A"},"kips"]
[null,null,null,null,"Vertical Displacement =",{"$f":"IF(COUNTIF($B$96:$B$103,\"YES\")=0,\"N/A\",VLOOKUP(\"YES\",$B$96:$L$103,3,FALSE))","v":"N/A"},"inches"]
[null,null,null,"RR",null,"Rreq"]
[null,null,null,{"$f":"IF(AND(Tip_Calcs!$P$6=\"Hard Rock\",Socket_Value=TRUE),F172,F107)","v":"N/A"},{"$f":"IF(D110>=F110,\"≥\",\"<\")","v":{"$error":"#N/A"}},{"$f":"C83","v":{"$error":"#N/A"}}]
[]
[null,null,null,null,{"$f":"IF(OR(E110=\"<\",D110=\"N/A\"),\"AXIAL RESISTANCE REQUIREMENT NOT SATISFIED. REVISE DRILLED PIER DESIGN.\",IF(AND(Tip_Calcs!$P$6=\"Hard Rock\",Socket_Value=TRUE),\"The axial resistance requirement is satisfied.\",\"The axial resistance requirement is satisfied at an estimated vertical displacement of \" & F108 & \" inches.\"))","v":{"$error":"#N/A"}}]
[]
[null,"Maximum Developed Factored Resistance for Hard Rock (no rock socket)"]
[]
[null,"Shaft Properties",null,null,null,null,"Total Nominal Shaft Resistance, Qc =",{"$f":"C83","v":{"$error":"#N/A"}},"kips"]
[null,null,null,null,null,null,"Shaft Diameter, (B) =",{"$f":"d_DP","v":0},"inches"]
[null,null,null,null,null,null,"Shaft Depth, (D) =",0.01,"inches"]
[null,null,null,null,null,null,"Atmospheirc Pressure, (pa) =",{"$f":"ATM","v":2.12},"ksf"]
[null,null,null,null,null,null,"Concrete Modulus, (Ec) =",{"$f":"ROUND(57000*SQRT(1000*f_c)/1000,0)","v":3824},"ksi"]
[null,null,null,null,null,null,"Concrete Poisson's Ratio, (vc) =",0.25]
[null,null,null,null,null,null,"Shear Modulus of Concrete, (Gc) =",{"$f":"ROUND(H120/(2*(1+H121)),0)","v":1530},"ksi"]
[]
[null,"Side Rock Mass",null,null,null,null,"Compressive Strength, (qu) =",{"$f":"IF(SUM(Main!$CM$40:$CT$47)>0,AVERAGE(Main!$CM$40:$CT$47),P124)","v":0},"ksf","Base Rock Mass",null,null,null,null,"Compressive Strength below base, (qu) =",{"$f":"qu_tip","v":0},"ksf"]
[null,null,null,null,null,null,"Avg. Elastic Modulus of Intact Rock, (Ei) =",{"$f":"IF(SUM(Main!$CU$40:$DB$47)>0,AVERAGE(Main!$CU$40:$DB$47),P125)","v":0},"ksi",null,null,null,null,null,"Elastic Modulus of Intact Rock below base, (Ei) =",{"$f":"Main!CU48","v":0},"ksi"]
[null,null,null,null,null,null,"Avg. RMR of Rock Mass, (RMR) =",{"$f":"IF(SUM(Main!$CG$40:$CL$47)>0,AVERAGE(Main!$CG$40:$CL$47),P126)","v":0}]
[null,null,null,null,null,null,"Rock Mass Modulus, (Er) =",{"$f":"IF(ROUND(145*(10^((H126-10)/40)),0)>H125,H125,ROUND(145*(10^((H126-10)/40)),0))","v":0},"ksi"]
[null,null,null,null,null,null,"Rock Mass Poisson's Ratio, (vr) =",{"$f":"IF(ISERROR(AVERAGE(Main!DC40:DG47)),v_b,AVERAGE(Main!DC40:DG47))","v":0},null,null,null,null,null,null,"Avg. GSI of Rock below base, (GSI) =",{"$f":"GSI_TIP","v":0}]
[null,null,null,null,null,null,"Shear Modulus, (Gr) =",{"$f":"ROUND(H127/(2*(1+H128)),0)","v":0},"ksi",null,null,null,null,null,"Rock Mass Modulus based on GSI, (Eb) =",{"$f":"IF(AND(P124<=2090,145*SQRT((P124/20.9)/100)*10^((P128-10)/40)<P125),145*SQRT((P124/20.9)/100)*10^((P128-10)/40),IF(AND(P124>2090,145*10^((P128-10)/40)<P125),145*10^((P128-10)/40),P125))","v":0},"ksi"]
[null,null,null,null,null,null,"cohesion, (c) =",{"$f":"ROUND(0.1*(H124/H119)^(2/3)*H119,3)","v":0},"ksf",null,null,null,null,null,"Rock Mass Modulus used, (Eb) =",{"$f":"P129","v":0},"ksi"]
[null,null,null,null,null,null,"tan y tan f =",{"$f":"0.001*(H124/H119)^(2/3)","v":0},null,null,null,null,null,null,"Rock Mass Poisson's Ratio, (vb) =",{"$f":"Main!DC48","v":0}]
[null,null,null,null,null,null,"Angle of Dialation, (y) =",5,"degrees",null,null,null,null,null,"Shear Modulus, (Gb) =",{"$f":"ROUND(P130/(2*(1+P131)),0)","v":0},"ksi"]
[null,null,null,null,null,null,"Friction Angle, (f) =",{"$f":"ROUND(DEGREES(ATAN(H131/TAN(RADIANS(H132)))),1)","v":0},"degrees"]
[]
[]
[]
[null,"Constants for Linear Elastic",null,null,"l =",{"$f":"IF(ISERROR(H120/H129),0,H120/H129)","v":0},"mL =",{"$f":"SQRT(F140)","v":0}]
[null,null,null,null,"z =",{"$f":"IF(LN(5*(1-H128)*(H118/H117))<0.01,0.01,LN(5*(1-H128)*(H118/H117)))","v":{"$error":"#DIV/0!"}},"m =",{"$f":"ROUND(H137/H118,9)","v":0}]
[null,null,null,null,"x =",{"$f":"H129/P132","v":{"$error":"#DIV/0!"}},"Qb/Qc =",{"$f":"IF(H137=0,0,ROUND(((4/(1-v_b))*(1/F139)*(1/COSH(H138*D_RS)))/((4/(1-v_b))*(1/F139)+(2*PI()/F138)*(2*D_RS/B_RS)*(TANH(H138*D_RS)/(H138*D_RS))),9))","v":0}]
[null,null,null,null,"(mL)2 =",{"$f":"IF(F137=0,0,ROUND((2/(F138*F137))*(2*H118/H117)^2,9))","v":0},"Qb ="]
[]
[null,"Constants for Full Slip",null,null,"a3 =",{"$f":"ROUND((v_c/(2*TAN(RADIANS(H132))))*(E_r/E_c),33)","v":0},"C3 =",{"$f":"D_3/(D_4-D_3)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,"a2 =",{"$f":"IF(E_r=0,0,ROUND(((1-v_c)*(E_r/E_c)+(1+H128))*(1/(2*H131)),9))","v":0},"C4 =",{"$f":"D_4/(D_4-D_3)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,"a1 =",{"$f":"ROUND((1+v_r)*F138+F143,9)","v":{"$error":"#DIV/0!"}},"F3 =",{"$f":"a_1*(l_1*B_RS*C_3-l_2*B_RS*C_4)-4*a_3","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,"b =",{"$f":"IF(E_r=0,0,ROUND(F142*(E_c/E_r)*B_RS,4))","v":0},"F4 =",{"$f":"(1-a_1*((l_1-l_2)/(D_4-D_3))*B_RS)*a_2*(cohesion/(144*E_r))","v":{"$error":"#DIV/0!"}}]
[null,null,null,{"$f":"Beta^2","v":0},"a =",{"$f":"IF(E_r=0,0,F144*(E_c/E_r)*(B_RS^2/4))","v":0},"P3 =",{"$f":"a_1*(l_1-l_2)*B_RS*EXP((l_1+l_2)*D_RS)/(D_4-D_3)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,"l1 =",{"$f":"IF(E_r=0,0,ROUND((-Beta+(Beta^2+4*alpha)^0.5)/(2*alpha),9))","v":0},"P4 =",{"$f":"a_2*(EXP(l_2*D_RS)-EXP(l_1*D_RS))/(D_4-D_3)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,"l2 =",{"$f":"IF(E_r=0,0,ROUND((-Beta-(Beta^2+4*alpha)^0.5)/(2*alpha),9))","v":0},"Qb/Qc =",{"$f":"P_3+P_4*((PI()*(B_RS/12)^2*cohesion)/H116)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,"D3 =",{"$f":"(PI()*(1-v_b^2)*(E_r/E_b)+4*a_3+a_1*l_2*B_RS)*EXP(l_2*D_RS)","v":{"$error":"#DIV/0!"}},"Qb =",{"$f":"ROUND(H148*H116,0)","v":{"$error":"#DIV/0!"}},"kips"]
[null,null,null,null,"D4 =",{"$f":"ROUND((PI()*(1-v_b^2)*(E_r/E_b)+4*a_3+a_1*l_1*B_RS)*EXP(l_1*D_RS),9)","v":{"$error":"#DIV/0!"}},"wc =",{"$f":"ROUND(F_3*(Q_c/(PI()*E_r*d_DP))-F_4*d_DP,2)","v":{"$error":"#DIV/0!"}},"inches"]
[]
[null,"Back Calculate Side Resistance of Soil/WR at wc"]
[null,null,null,null,null,"Dz / D","Dz (wc)\n(inches)","Rsd / Rs","Rs\n(kips)"]
[]
[]
[null,null,null,null,null,{"$f":"INDEX($B$53:$B$60,MATCH($F$157,$B$53:$B$60,1),0)","v":{"$error":"#DIV/0!"}},{"$f":"ROUND(F156*d_DP,2)","v":{"$error":"#DIV/0!"}},{"$f":"IF($L$50=\"Cohesionless\",VLOOKUP($F156,$B$53:$F$60,4,FALSE),VLOOKUP($F156,$B$53:$F$60,2,FALSE))","v":{"$error":"#DIV/0!"}},{"$f":"H156*$E$13","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,{"$f":"G157/d_DP","v":{"$error":"#DIV/0!"}},{"$f":"H150","v":{"$error":"#DIV/0!"}},{"$f":"H156+((G157-G156)/(G158-G156))*(H158-H156)","v":{"$error":"#DIV/0!"}},{"$f":"H157*$E$13","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,{"$f":"IF($F$157=$F$156,$F$156,INDEX($B$53:$B$60,MATCH($F$157,$B$53:$B$60,1)+1,0))","v":{"$error":"#DIV/0!"}},{"$f":"ROUND(F158*d_DP,2)","v":{"$error":"#DIV/0!"}},{"$f":"IF($L$50=\"Cohesionless\",VLOOKUP($F158,$B$53:$F$60,4,FALSE),VLOOKUP($F158,$B$53:$F$60,2,FALSE))","v":{"$error":"#DIV/0!"}},{"$f":"H158*$E$13","v":{"$error":"#DIV/0!"}}]
[]
[null,"Calculat Factored Resistance needed in Tip"]
[null,null,null,null,null,"Rrd\n(kips)","Developed\nFactored Rs\n(kips)","Developed Factored Rp\n(kips)","Total Factored Tip Resistance\n(kips)"]
[]
[]
[null,null,null,null,null,{"$f":"H164+G164","v":{"$error":"#N/A"}},{"$f":"H157*$E$14","v":{"$error":"#DIV/0!"}},{"$f":"$C$83-G164","v":{"$error":"#N/A"}},{"$f":"M34","v":0}]
[]
[null,"Maximum Developed Factored Resistance for Hard Rock with Rock Socket"]
[]
[null,"For Rock Socket Designs"]
[null,null,null,"Side Res ","Tip Res ","Both"]
[null,"Nom. Res =",null,{"$f":"IF(OR(Menus_and_Boxes!C33=2,Menus_and_Boxes!C33=4),0,C11)","v":0},{"$f":"IF(OR(Menus_and_Boxes!C33=1,Menus_and_Boxes!C33=3),0,C34)","v":0}]
[null,"Res Factor =",null,{"$f":"IF(OR(Menus_and_Boxes!C33=2,Menus_and_Boxes!C33=4),0,I11)","v":0.55000000000000004},{"$f":"IF(OR(Menus_and_Boxes!C33=1,Menus_and_Boxes!C33=3),0,F34)","v":0}]
[null,"Factored Res =",null,{"$f":"ROUND(D170*D171,0)","v":0},{"$f":"ROUND(E170*E171,0)","v":0},{"$f":"E172+D172","v":0}]
[]
[null,"Required Tip Resistance"]
[]
[null,null,null,"The tip of the drilled pier is bearing on ",{"$f":"VLOOKUP(Tip_Value,Tip_Calcs!$B$6:$D$6,2,FALSE)","v":0}]
[]
[null,"Rreq\n(kips)","jqsRsd\n(kips)","AT\n(ft2)","jqp","qp\n(ksf)","rreq\n(ksf)","rreq\n(tsf)"]
[null,{"$f":"C83","v":{"$error":"#N/A"}},{"$f":"IF(AND(Tip_Calcs!$P$6=\"Hard Rock\",Socket_Value=TRUE),Dev_Res!D172,IF(AND(Tip_Calcs!$P$6=\"Hard Rock\",Socket_Value=FALSE),G164,F105))","v":"N/A"},{"$f":"Tip_Calcs!N11+Tip_Calcs!J16+Tip_Calcs!K21+Tip_Calcs!N27","v":0},{"$f":"M33","v":0.4},{"$f":"ROUND(Tip_Calcs!M11+Tip_Calcs!I16+Tip_Calcs!J21+Tip_Calcs!M27,0)","v":0},{"$f":"IF(C179=\"N/A\",\"N/A\",IF(ROUNDUP(((B179-C179)/D179)/E179,-1)<0,0,ROUNDUP(((B179-C179)/D179)/E179,-1)))","v":"N/A"},{"$f":"IF(C179=\"N/A\",\"N/A\",ROUND(G179/2,1))","v":"N/A"}]
[]
[null,"Possible outcomes for required tip resistance"]
[null,{"$f":"\"\"","v":""}]
[null,"The required tip resistance exceeds the unit tip resistance of the bearing layer. Extend the tip of the drilled pier."]
[null,"Revise the drilled pier design"]
[]
[null,{"$f":"IF(G179=\"N/A\",B184,IF(G179>F179,B183,IF(H179>0,B182,\"\")))","v":"Revise the drilled pier design"}]
[null," "]
[null," "]

{"sheet":"Menus_and_Boxes","index":17,"n_rows":62,"n_cols":9,"rows_kept":62,"cut":false,"hidden":false,"merged":[[39,5,39,11],[1,2,1,3],[13,2,13,3],[7,2,7,3],[13,4,14,4],[13,5,14,5]]}
[]
[null,null,"Permanent Casing Required?? ",null,null,null,"Length of Pier in Hard Rock ->","Layer","Dz (ft)"]
[null,null,1,"Yes - Casing is Required",null,null,null,1,{"$f":"IF(AND(Side_Calcs!C64=\"Hard Rock\",Side_Calcs!H64>=Min_RMR),Side_Calcs!P64,IF(Side_Calcs!C64=\"\",\"\",0))","v":""}]
[null,null,2,"No - Casing is Not Required",null,null,null,2,{"$f":"IF(AND(Side_Calcs!C65=\"Hard Rock\",Side_Calcs!H65>=Min_RMR),Side_Calcs!P65,IF(Side_Calcs!C65=\"\",\"\",0))","v":""}]
[null,null,2,{"$f":"VLOOKUP(C5,C3:D4,2,FALSE)","v":"No - Casing is Not Required"},null,null,null,3,{"$f":"IF(AND(Side_Calcs!C66=\"Hard Rock\",Side_Calcs!H66>=Min_RMR),Side_Calcs!P66,IF(Side_Calcs!C66=\"\",\"\",0))","v":""}]
[null,null,null,null,null,null,null,4,{"$f":"IF(AND(Side_Calcs!C67=\"Hard Rock\",Side_Calcs!H67>=Min_RMR),Side_Calcs!P67,IF(Side_Calcs!C67=\"\",\"\",0))","v":""}]
[null,null,null,null,null,null,null,5,{"$f":"IF(AND(Side_Calcs!C68=\"Hard Rock\",Side_Calcs!H68>=Min_RMR),Side_Calcs!P68,IF(Side_Calcs!C68=\"\",\"\",0))","v":""}]
[null,null,"Rock Socket Design",null,null,null,null,6,{"$f":"IF(AND(Side_Calcs!C69=\"Hard Rock\",Side_Calcs!H69>=Min_RMR),Side_Calcs!P69,IF(Side_Calcs!C69=\"\",\"\",0))","v":""}]
[null,null,true,"Shaft will be design for Rock Socket",null,null,null,7,{"$f":"IF(AND(Side_Calcs!C70=\"Hard Rock\",Side_Calcs!H70>=Min_RMR),Side_Calcs!P70,IF(Side_Calcs!C70=\"\",\"\",0))","v":""}]
[null,null,false,"Shaft will not be designed using Rock Scoket",null,null,null,8,{"$f":"IF(AND(Side_Calcs!C71=\"Hard Rock\",Side_Calcs!H71>=Min_RMR),Side_Calcs!P71,IF(Side_Calcs!C71=\"\",\"\",0))","v":""}]
[null,null,{"$f":"IF(ISERROR(IF(OR(I11>=3,I11>=d_DP/12,(Dev_Res!C11/SUM(Dev_Res!C7:C11)>=0.5)),TRUE,FALSE)),FALSE,IF(OR(I11>=3,I11>=d_DP/12,(Dev_Res!C11/SUM(Dev_Res!C7:C11)>=0.5)),TRUE,FALSE))","v":false},{"$f":"VLOOKUP(C11,C9:D10,2,FALSE)","v":"Shaft will not be designed using Rock Scoket"},null,null,null,"Total",0]
[]
[]
[null,null,"Material Type Dropdown Menu",null,"General\nType","Pages of Tip Res."]
[null,null,"ID No.","Description"]
[null,null,1,null," "," "]
[null,null,2,"Cohesionless Soil (Sand)","Cohesionless",3]
[null,null,3,"Cohesionless Soil (Silty Sand)","Cohesionless",3]
[null,null,4,"Cohesionless Soil (Gravel)","Cohesionless",3]
[null,null,5,"Cohesive Soil (Clay)","Cohesive",3]
[null,null,6,"Weathered Rock","WR",4]
[null,null,7,"Hard Rock","HR",{"$f":"IF(AND(Socket_Value=TRUE,Rock_Method=1),3,IF(Socket_Value=FALSE,5,4))","v":5}]
[]
[]
[null,null,null,"AASHTO Equation used for qu in Hard rock",null,"Rock Type"]
[]
[null,null,null,"10.8.3.5.4c-1",null,"A"]
[null,null,null,"10.8.3.5.4c-2",null,"B"]
[null,null,null,null,null,"C"]
[null,null,"ID No.","Factored Resistance will be based on",null,"D"]
[null,null,"1 and 3","Side Resistance of Rock Socket Only",null,"E"]
[null,null,"2 and 4","Tip Resistance of Rock Socket Only"]
[null,null,1,{"$f":"IF(OR(C33=1,C33=3),D31,D32)","v":"Side Resistance of Rock Socket Only"}]
[]
[null,null,"ID No.","Hard Rock Tip Resistance Method"]
[null,null,false,"Based on RMR (AASHTO Section 10.8.6.5.4.1-3)"]
[null,null,true,"Based on GSI (FHWA-NHI-10-016 Section 3 and Appendix C)"]
[null,null,{"$f":"MATCH(TRUE,C36:C37,0)","v":2},{"$f":"INDEX(D36:D37,Rock_Method)","v":"Based on GSI (FHWA-NHI-10-016 Section 3 and Appendix C)"}]
[]
[null,null,null,"Atmospheric Pressure (ra) =",2.12,"ksf"]
[null,null,null,"Unit Weight of Water (gw) =",6.2399999999999997E-2,"kcf"]
[null,null,null,"RMR Cutoff =",44]
[null,null,null,"GSI Cutoff =",30]
[]
[]
[]
[null,null,null,"Print Options","Selected"]
[null,null,null,"Print Single Pages",true]
[null,null,null,"Print All Pages",false]
[null,null,null,"Print PDF",false]
[]
[]
[null,null,null,"AASHTO Equation used for Side Res in Hard Rock"]
[]
[null,null,null,"10.8.3.5.4c-1"]
[null,null,null,"10.8.3.5.4c-2"]
[]
[]
[null,null,null,"SPT Checkbox Value =",false]
[null,null,null,"GSI Checkbox Value =",false]
[]
[null,null,null,"All Side Calculations are in Hard Rock / WR",{"$f":"SUM(Side_Calcs!D76:E78)=0","v":true}]