{"text_format":"1","workbook":"xlsx","n_sheets":43,"sheets":["Startup page","Main Menu","DIP Depth of Bury","DIP-Data","DIP-P-1","DIP-P-2","DIP-P-3","DIP-Assumptions","HDPE Depth of Bury","HDPE-Data","HDPE-Assumptions","PVC Depth of Bury","Flexible XSects","PVC-Accuracy","PVC-E' Values","PVC-Data","PVC-Assumptions","RCP Depth of Bury","RCP-Class D","RCP-R-1","RCP-R-2","RCP-R-3-4 0%","RCP-R-3-4 0.4%","RCP-R-3-4 1.0%","RCP-Assumptions","RCP-Transition Width","RCP-Live Load","RCAP Depth of Bury","RCAP-Transition Width","RCAP-Live Load","RCAP-R-5","RCAP-Assumptions","VCP Depth of Bury","Transition Width - VCP","VCP-Live Load-Round","VCP-Class D","VCP-R-1","VCP-R-2","VCP-R-3 0%","VCP-R-3 0.4%","VCP-R-4 0.4%","VCP-R-4 1.0%","VCP-Assumptions"],"not_rendered":{"charts":0,"images":21,"macros":1,"external_links":1,"defined_names":10,"comments":3,"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":"Startup page","index":0,"n_rows":0,"n_cols":0,"rows_kept":0,"cut":false,"hidden":false,"merged":[]}

{"sheet":"Main Menu","index":1,"n_rows":33,"n_cols":3,"rows_kept":33,"cut":false,"hidden":false,"merged":[]}
[]
[]
[null,null,"ALLOWABLE DEPTH OF BURY FOR PIPE"]
[null,null,"Click on pipe type for analysis"]
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[]
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[null,null,"Note:"]
[]
[null,null,"These spreadsheets are tools and are not intended to replace good engineering judgement."]
[]
[null,null,"To use these spreadsheets effectively, the designer must have a thorough understanding of soil-pipe interaction and depth of bury design."]
["Startup page'!A1"]

{"sheet":"DIP Depth of Bury","index":2,"n_rows":70,"n_cols":32,"rows_kept":70,"cut":false,"hidden":false,"merged":[[32,2,33,2],[31,3,31,4],[31,5,31,6],[31,7,31,8],[11,3,11,4],[5,3,5,4],[7,3,7,4],[8,3,8,4],[9,3,9,4],[10,3,10,4]]}
[]
[]
[null,null,"Ductile Iron Pipe",null,null,null,null,null,null,null,null,null,null,"SUDAS P-1",null,null,null,null,"SUDAS P-2",null,null,null,null,"SUDAS P-3"]
[null,null,"Min / Max depth of bury with both Dead and Live Loads factored in",null,null,null,null,null,null,null,null,null,null,"Bending Moment Coefficient, Kb",{"$f":"LOOKUP(N3,'DIP-Data'!B28:B32,'DIP-Data'!E28:E32)","v":0.21},null,null,null,"Bending Moment Coefficient, Kb",{"$f":"LOOKUP(S3,'DIP-Data'!B28:B32,'DIP-Data'!E28:E32)","v":0.157},null,null,null,"Bending Moment Coefficient, Kb",{"$f":"LOOKUP(X3,'DIP-Data'!B30:B32,'DIP-Data'!E30:E32)","v":0.128}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Deflection Coefficient, Kx",{"$f":"LOOKUP(N3,'DIP-Data'!B28:B32,'DIP-Data'!F28:F32)","v":0.105},null,null,null,"Deflection Coefficient, Kx",{"$f":"LOOKUP(S3,'DIP-Data'!B28:B32,'DIP-Data'!F28:F32)","v":9.6000000000000002E-2},null,null,null,"Deflection Coefficient, Kx",{"$f":"LOOKUP(X3,'DIP-Data'!B28:B32,'DIP-Data'!F28:F32)","v":8.5000000000000006E-2}]
[null,null,null,"User inputs",null,null,null,null,null,null,null,null,null,"Modulus of Soil Reaction, E'",300,null,null,null,"Modulus of Soil Reaction, E'",{"$f":"LOOKUP(S3,'DIP-Data'!B28:B32,'DIP-Data'!C28:C32)","v":500},null,null,null,"Modulus of Soil Reaction, E'",{"$f":"LOOKUP(X3,'DIP-Data'!B28:B32,'DIP-Data'!C28:C32)","v":700}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Pipe Class","Diameter","Bedding Class","Yes"]
[null,null,"Pipe Diameter, in",8,null,{"$f":"IF(D19=\"N/A\",\"Pipe Diameter/Class combination is not\",\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Pressure Class 150",3,"SUDAS P-1","No"]
[null,null,"Pipe Class","Thickness Class 52",null,{"$f":"IF(D19=\"N/A\",\"available.  Select alternate diameter or pipe class.\",\"\")","v":""},null,null,null,null,null,null,null,"Depth of bury calcs - no user inputs",null,null,null,null,"Depth of bury calcs - no user inputs",null,null,null,null,"Depth of bury calcs - no user inputs",null,null,null,null,"Pressure Class 200",4,"SUDAS P-2"]
[null,null,"Unit weight of soil, pcf",120,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Pressure Class 250",6,"SUDAS P-3"]
[null,null,"Allowable deflection, %",3,null,null,null,null,null,null,null,null,null,"Earth load",null,null,null,null,"Earth load",null,null,null,null,"Earth load",null,null,null,null,"Pressure Class 300",8]
[null,null,"Consider Live Load?","Yes",null,null,null,null,null,null,null,null,null,null,"Allowable pressure",null,null,null,null,"Allowable pressure",null,null,null,null,"Allowable pressure",null,null,null,"Pressure Class 350",10]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Pv, psi","H",null,null,null,"Pv, psi","H",null,null,null,"Pv, psi","H",null,null,"Thickness Class 52",12]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Ring Bending Stress",{"$f":"$D$23/(3*($D$16/$D$20)*($D$16/$D$20-1)*(O4-(O5/((8*$D$22)/(O6*($D$16/$D$20-1)^3)+0.732))))","v":40.54852548810981},{"$f":"O14*144/D10","v":48.658230585731772},null,null,"Ring Bending Stress",{"$f":"$D$23/(3*($D$16/$D$20)*($D$16/$D$20-1)*(T4-(T5/((8*$D$22)/(T6*($D$16/$D$20-1)^3)+0.732))))","v":57.732766862874143},{"$f":"T14*144/D10","v":69.279320235448964},null,null,"Ring Bending Stress",{"$f":"D23/(3*(D16/D20)*(D16/D20-1)*(Y4-(Y5/((8*D22)/(Y6*(D16/D20-1)^3)+0.732))))","v":75.248231434949361},{"$f":"Y14*144/D10","v":90.29787772193923},null,null,null,14]
[null,null,"Pipe Properties",null,null,null,null,null,null,null,null,null,null,"Deflection Design",{"$f":"($D$11/(12*O5))*((8*$D$22)/(($D$16/$D$21-1)^3)+0.732*O6)","v":15400.264420419217},{"$f":"O15*144/D10","v":18480.31730450306},null,null,"Deflection Design",{"$f":"(D11/(12*T5))*((8*D22)/((D16/D21-1)^3)+0.732*T6)","v":17225.289209833518},{"$f":"T15*144/D10","v":20670.347051800221},null,null,"Deflection Design",{"$f":"(D11/(12*Y5))*((8*D22)/((D16/D21-1)^3)+0.732*Y6)","v":19885.032519341381},{"$f":"Y15*144/D10","v":23862.039023209658},null,null,null,16]
[null,null,"Outside Diameter, in",{"$f":"LOOKUP(D8,'DIP-Data'!A5:A22,'DIP-Data'!B5:B22)","v":9.0500000000000007},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,18]
[null,null,"Casting Allowance, in",{"$f":"LOOKUP(D8,'DIP-Data'!A5:A22,'DIP-Data'!C5:C22)","v":0.05},null,null,null,null,null,null,null,null,null,"Live Load",null,null,null,null,"Live Load",null,null,null,null,"Live Load",null,null,null,null,null,20]
[null,null,"Service Allowance, in",0.08,null,null,null,null,null,null,null,null,null,"H",{"$f":"ROUND(MIN(P14,P15),1)","v":48.7},"Feet",null,null,"H",{"$f":"ROUND(MIN(U14,U15),1)","v":69.3},"Feet",null,null,"H",{"$f":"ROUND(MIN(Z14,Z15),1)","v":90.3},"Feet",null,null,null,24]
[null,null,"Nominal Thickness, in",{"$f":"VLOOKUP(D8,'DIP-Data'!A5:I22,MATCH(D9,'DIP-Data'!D4:I4,1)+3,0)","v":0.33},null,null,null,null,null,null,null,null,null,"R",{"$f":"VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(O18,'DIP-Data'!$A$38:$M$38))","v":1},null,null,null,"R",{"$f":"VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(T18,'DIP-Data'!$A$38:$M$38))","v":1},null,null,null,"R",{"$f":"VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(Y18,'DIP-Data'!$A$38:$M$38))","v":1},null,null,null,null,30]
[null,null,"Design Thickness, t",{"$f":"D19-D18-D17","v":0.2},null,null,null,null,null,null,null,null,null,"F",1.5,null,null,null,"F",1.5,null,null,null,"F",1.5,null,null,null,null,36]
[null,null,"Min. Manufacturing Thickness, in",{"$f":"D19-D17","v":0.28000000000000003},null,null,null,null,null,null,null,null,null,"P",16000,"lb.",null,null,"P",16000,"lb.",null,null,"P",16000,"lb.",null,null,null,42]
[null,null,"Modulus of elasticity, E, psi",24000000,null,null,null,null,null,null,null,null,null,"b",36,"in.",null,null,"b",36,"in.",null,null,"b",36,"in.",null,null,null,48]
[null,null,"Maximum bending stress, psi",48000,null,null,null,null,null,null,null,null,null,"D",{"$f":"$D$16","v":9.0500000000000007},"in.",null,null,"D",{"$f":"D16","v":9.0500000000000007},"in.",null,null,"D",{"$f":"D16","v":9.0500000000000007},"in.",null,null,null,54]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"A",{"$f":"(O23/2)/12","v":0.37708333333333338},null,null,null,"A",{"$f":"(T23/2)/12","v":0.37708333333333338},null,null,null,"A",{"$f":"(Y23/2)/12","v":0.37708333333333338},null,null,null,null,60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"C",{"$f":"1-(2/PI())*ASIN((O18*SQRT((O24^2+O18^2+1.5^2)/((O24^2+O18^2)*(1.5^2+O18^2)))))+(2/PI())*(1.5*O24*O18/(SQRT(O24^2+O18^2+1.5^2)))*(1/(O24^2+O18^2)+1/(1.5^2+O18^2))","v":4.5510040826915086E-4},null,null,null,"C",{"$f":"1-(2/PI())*ASIN((T18*SQRT((T24^2+T18^2+1.5^2)/((T24^2+T18^2)*(1.5^2+T18^2)))))+(2/PI())*(1.5*T24*T18/(SQRT(T24^2+T18^2+1.5^2)))*(1/(T24^2+T18^2)+1/(1.5^2+T18^2))","v":2.2484502531329835E-4},null,null,null,"C",{"$f":"1-(2/PI())*ASIN((Y18*SQRT((Y24^2+Y18^2+1.5^2)/((Y24^2+Y18^2)*(1.5^2+Y18^2)))))+(2/PI())*(1.5*Y24*Y18/(SQRT(Y24^2+Y18^2+1.5^2)))*(1/(Y24^2+Y18^2)+1/(1.5^2+Y18^2))","v":1.3244888868282686E-4},null,null,null,null,64]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Pt",{"$f":"IF($D$12=\"yes\",O19*O20*O25*O21/(O22*O23),0)","v":3.3524891953528604E-2},null,null,null,"Pt",{"$f":"IF($D$12=\"yes\",T19*T20*T25*T21/(T22*T23),0)","v":1.6563169452176674E-2},null,null,null,"Pt",{"$f":"Y19*Y20*Y25*Y21/(Y22*Y23)","v":9.756824212362937E-3}]
[null,null,"Results:"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Max. H w/ Earth & Live load",null,{"$f":"(MIN(O14,O15)-O26)*144/$D$10","v":48.618000715387538},null,null,"Max. H w/ Earth & Live load",null,{"$f":"(MIN(T14,T15)-T26)*144/$D$10","v":69.259444432106363},null,null,"Max. H w/ Earth & Live load",null,{"$f":"(MIN(Y14,Y15)-Y26)*144/$D$10","v":90.286169532884415}]
[null,null,null,"Bedding Types"]
[null,null,null,"SUDAS P-1",null,"SUDAS P-2",null,"SUDAS P-3",null,null,null,null,null,"Min. DOB",null,null,null,null,"Min. DOB",null,null,null,null,"Min. DOB"]
[null,null,null,"DIPRA Type 3",null,"DIPRA Type 4",null,"DIPRA Type 5",null,null,null,null,null,"H","C","Pt",null,null,"H","C","Pt",null,null,"H","C","Pt"]
[null,null,null,"Click for Cross Section",null,"Click for Cross Section",null,"Click for Cross Section",null,null,null,null,null,1,{"$f":"1-(2/PI())*ASIN((N32*SQRT((O$24^2+N32^2+1.5^2)/((O$24^2+N32^2)*(1.5^2+N32^2)))))+(2/PI())*(1.5*O$24*N32/(SQRT(O$24^2+N32^2+1.5^2)))*(1/(O$24^2+N32^2)+1/(1.5^2+N32^2))","v":0.42101690432408595},{"$f":"(VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(N32,'DIP-Data'!$A$38:$M$38)))*O$20*O32*O$21/(O$22*O$23)","v":31.014136598459373},{"$f":"IF($D$12=\"yes\",IF(P32>MIN(O$14:O$15),\"fail\",N32),N32)","v":1},null,1,{"$f":"1-(2/PI())*ASIN((S32*SQRT((T$24^2+S32^2+1.5^2)/((T$24^2+S32^2)*(1.5^2+S32^2)))))+(2/PI())*(1.5*T$24*S32/(SQRT(T$24^2+S32^2+1.5^2)))*(1/(T$24^2+S32^2)+1/(1.5^2+S32^2))","v":0.42101690432408595},{"$f":"(VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(S32,'DIP-Data'!$A$38:$M$38)))*T$20*T32*T$21/(T$22*T$23)","v":31.014136598459373},{"$f":"IF($D$12=\"yes\",IF(U32>MIN(T$14:T$15),\"fail\",S32),S32)","v":1},null,1,{"$f":"1-(2/PI())*ASIN((X32*SQRT((Y$24^2+X32^2+1.5^2)/((Y$24^2+X32^2)*(1.5^2+X32^2)))))+(2/PI())*(1.5*Y$24*X32/(SQRT(Y$24^2+X32^2+1.5^2)))*(1/(Y$24^2+X32^2)+1/(1.5^2+X32^2))","v":0.42101690432408595},{"$f":"(VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(X32,'DIP-Data'!$A$38:$M$38)))*Y$20*Y32*Y$21/(Y$22*Y$23)","v":31.014136598459373},{"$f":"IF($D$12=\"yes\",IF(Z32>MIN(Y$14:Y$15),\"fail\",X32),X32)","v":1}]
[null,null,"Allowable Depth of Bury","Min.","Max","Min","Max","Min","Max",null,null,null,null,1.5,0.27080553557030784,{"$f":"(VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(N33,'DIP-Data'!$A$38:$M$38)))*O$20*O33*O$21/(O$22*O$23)","v":19.948842399286026},1.5,null,1.5,0.27080553557030784,{"$f":"(VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(S33,'DIP-Data'!$A$38:$M$38)))*T$20*T33*T$21/(T$22*T$23)","v":19.948842399286026},1.5,null,1.5,0.27080553557030784,{"$f":"(VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(X33,'DIP-Data'!$A$38:$M$38)))*Y$20*Y33*Y$21/(Y$22*Y$23)","v":19.948842399286026},1.5]
[null,null,null,{"$f":"IF(D12=\"yes\",MAX(2.5,MIN(Q32:Q38)),MIN(Q32:Q38))","v":2.5},{"$f":"ROUNDDOWN(MIN(P28,100),0)","v":48},{"$f":"IF(D12=\"yes\",MAX(2.5,MIN(V32:V38)),MIN(V32:V38))","v":2.5},{"$f":"ROUNDDOWN(MIN(U28,100),0)","v":69},{"$f":"IF(D12=\"yes\",MAX(2.5,MIN(AA32:AA38)),MIN(AA32:AA38))","v":2.5},{"$f":"ROUNDDOWN(MIN(Z28,100),0)","v":90},null,null,null,null,2,0.18526060487258236,{"$f":"(VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(N34,'DIP-Data'!$A$38:$M$38)))*O$20*O34*O$21/(O$22*O$23)","v":13.647190045862422},2,null,2,0.18526060487258236,{"$f":"(VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(S34,'DIP-Data'!$A$38:$M$38)))*T$20*T34*T$21/(T$22*T$23)","v":13.647190045862422},2,null,2,0.18526060487258236,{"$f":"(VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(X34,'DIP-Data'!$A$38:$M$38)))*Y$20*Y34*Y$21/(Y$22*Y$23)","v":13.647190045862422},2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,2.5,0.13283099624959138,{"$f":"(VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(N35,'DIP-Data'!$A$38:$M$38)))*O$20*O35*O$21/(O$22*O$23)","v":9.7849720994174127},2.5,null,2.5,0.13283099624959138,{"$f":"(VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(S35,'DIP-Data'!$A$38:$M$38)))*T$20*T35*T$21/(T$22*T$23)","v":9.7849720994174127},2.5,null,2.5,0.13283099624959138,{"$f":"(VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(X35,'DIP-Data'!$A$38:$M$38)))*Y$20*Y35*Y$21/(Y$22*Y$23)","v":9.7849720994174127},2.5]
[null,null,"Notes:",null,null,null,null,null,null,null,null,null,null,3,9.8983034023222088E-2,{"$f":"(VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(N36,'DIP-Data'!$A$38:$M$38)))*O$20*O36*O$21/(O$22*O$23)","v":7.2915678838469322},3,null,3,9.8983034023222088E-2,{"$f":"(VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(S36,'DIP-Data'!$A$38:$M$38)))*T$20*T36*T$21/(T$22*T$23)","v":7.2915678838469322},3,null,3,9.8983034023222088E-2,{"$f":"(VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(X36,'DIP-Data'!$A$38:$M$38)))*Y$20*Y36*Y$21/(Y$22*Y$23)","v":7.2915678838469322},3]
[null,null,null,null,null,null,null,null,null,null,null,null,null,3.5,7.6163573310899291E-2,{"$f":"(VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(N37,'DIP-Data'!$A$38:$M$38)))*O$20*O37*O$21/(O$22*O$23)","v":5.6105763028286768},3.5,null,3.5,7.6163573310899291E-2,{"$f":"(VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(S37,'DIP-Data'!$A$38:$M$38)))*T$20*T37*T$21/(T$22*T$23)","v":5.6105763028286768},3.5,null,3.5,7.6163573310899291E-2,{"$f":"(VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(X37,'DIP-Data'!$A$38:$M$38)))*Y$20*Y37*Y$21/(Y$22*Y$23)","v":5.6105763028286768},3.5]
[null,null,"This spreadsheet is a tool for use in determining the allowable depth of bury for DIP pipe based upon the design method described",null,null,null,null,null,null,null,null,null,null,4,6.0192404210212005E-2,{"$f":"(VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(N38,'DIP-Data'!$A$38:$M$38)))*O$20*O38*O$21/(O$22*O$23)","v":4.4340629252458204},4,null,4,6.0192404210212005E-2,{"$f":"(VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(S38,'DIP-Data'!$A$38:$M$38)))*T$20*T38*T$21/(T$22*T$23)","v":4.4340629252458204},4,null,4,6.0192404210212005E-2,{"$f":"(VLOOKUP($D$8,'DIP-Data'!$A$38:$M$56,MATCH(X38,'DIP-Data'!$A$38:$M$38)))*Y$20*Y38*Y$21/(Y$22*Y$23)","v":4.4340629252458204},4]
[null,null,"in AWWA C150: Thickness Design of Ductile Iron Pipe.  The engineer should have a thorough understanding of this methodology"]
[null,null,"prior to using this spreadsheet and is responsible for verifying the results."]
[]
[null,null,"For additional information and to obtain a summary of the design methodology, contact the Ductile Iron Pipe Research Association."]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,"P-3 Bedding"]

{"sheet":"DIP-Data","index":3,"n_rows":56,"n_cols":13,"rows_kept":56,"cut":false,"hidden":false,"merged":[]}
["DON’T MOVE THIS TABLE"]
["Diameter and Thickness"]
[null,null,"Casting","Thickness"]
["Diameter","OD","Allowance","PC150","PC200","PC250","PC300","PC350","TC52"]
[3,3.96,0.05,"N/A","N/A","N/A","N/A",0.25,0.28000000000000003]
[4,4.8,0.05,"N/A","N/A","N/A","N/A",0.25,0.28999999999999998]
[6,6.9,0.05,"N/A","N/A","N/A","N/A",0.25,0.31]
[8,9.0500000000000007,0.05,"N/A","N/A","N/A","N/A",0.25,0.33]
[10,11.1,0.06,"N/A","N/A","N/A","N/A",0.26,0.35]
[12,13.2,0.06,"N/A","N/A","N/A","N/A",0.28000000000000003,0.37]
[14,15.3,7.0000000000000007E-2,"N/A","N/A",0.28000000000000003,0.3,0.31,0.39]
[16,17.399999999999999,7.0000000000000007E-2,"N/A","N/A",0.3,0.32,0.34,0.4]
[18,19.5,7.0000000000000007E-2,"N/A","N/A",0.31,0.34,0.36,0.41]
[20,21.6,7.0000000000000007E-2,"N/A","N/A",0.33,0.36,0.38,0.42]
[24,25.8,7.0000000000000007E-2,"N/A",0.33,0.37,0.4,0.43,0.44]
[30,32,7.0000000000000007E-2,0.34,0.38,0.42,0.45,0.49,0.47]
[36,38.299999999999997,7.0000000000000007E-2,0.38,0.42,0.47,0.51,0.56000000000000005,0.53]
[42,44.5,7.0000000000000007E-2,0.41,0.47,0.52,0.56999999999999995,0.63,0.59]
[48,50.8,0.08,0.46,0.52,0.57999999999999996,0.64,0.7,0.65]
[54,57.56,0.09,0.51,0.57999999999999996,0.65,0.72,0.79,0.73]
[60,61.61,0.09,0.54,0.61,0.68,0.76,0.83,"N/A"]
[64,65.67,0.09,0.56000000000000005,0.64,0.72,0.8,0.87,"N/A"]
[]
[]
[null,"Bedding Values"]
[null,"Bedding",null,"Bedding"]
[null,"Class","E'","Angle","Kb","Kx"]
["DIPRA Type 1",null,150,30,0.23499999999999999,0.108]
["DIPRA Type 2","SUDAS P-1",300,45,0.21,0.105]
[null,null,400,60,0.189,0.10299999999999999]
[null,"SUDAS P-2",500,90,0.157,9.6000000000000002E-2]
[null,"SUDAS P-3",700,150,0.128,8.5000000000000006E-2]
[]
[]
[]
["Live load Reduction Factors"]
[]
[null,1,2,3,4,5,6,7,8,9,10,11,100]
[3,1,1,1,1,1,1,1,1,1,1,1,1]
[4,1,1,1,1,1,1,1,1,1,1,1,1]
[6,1,1,1,1,1,1,1,1,1,1,1,1]
[8,1,1,1,1,1,1,1,1,1,1,1,1]
[10,1,1,1,1,1,1,1,1,1,1,1,1]
[12,1,1,1,1,1,1,1,1,1,1,1,1]
[14,0.92,0.92,0.92,1,1,1,1,1,1,1,1,1]
[16,0.88,0.88,0.88,0.95,0.95,0.95,0.95,1,1,1,1,1]
[18,0.85,0.85,0.85,0.9,0.9,0.9,0.9,1,1,1,1,1]
[20,0.83,0.83,0.83,0.9,0.9,0.9,0.9,0.95,0.95,0.95,1,1]
[24,0.81,0.81,0.81,0.85,0.85,0.85,0.85,0.95,0.95,0.95,1,1]
[30,0.81,0.81,0.81,0.85,0.85,0.85,0.85,0.95,0.95,0.95,1,1]
[36,0.8,0.8,0.8,0.85,0.85,0.85,0.85,0.95,0.95,0.95,1,1]
[42,0.8,0.8,0.8,0.85,0.85,0.85,0.85,0.95,0.95,0.95,1,1]
[48,0.8,0.8,0.8,0.85,0.85,0.85,0.85,0.95,0.95,0.95,1,1]
[54,0.8,0.8,0.8,0.85,0.85,0.85,0.85,0.95,0.95,0.95,1,1]
[60,0.8,0.8,0.8,0.85,0.85,0.85,0.85,0.95,0.95,0.95,1,1]
[64,0.8,0.8,0.8,0.85,0.85,0.85,0.85,0.95,0.95,0.95,1,1]

{"sheet":"DIP-P-1","index":4,"n_rows":22,"n_cols":2,"rows_kept":22,"cut":false,"hidden":false,"merged":[[0,0,0,6]]}
["Back to Calculations"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Key:"]
[null,"OD = Outside pipe diameter"]
[null,"TW = Trench width"]

{"sheet":"DIP-P-2","index":5,"n_rows":22,"n_cols":2,"rows_kept":22,"cut":false,"hidden":false,"merged":[[0,0,0,6]]}
["Back to Calculations"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Key:"]
[null,"OD = Outside diameter"]
[null,"TW = Trench width"]

{"sheet":"DIP-P-3","index":6,"n_rows":22,"n_cols":2,"rows_kept":22,"cut":false,"hidden":false,"merged":[[0,0,0,6]]}
["Back to Calculations"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Key:"]
[null,"OD = Outside pipe diameter"]
[null,"TW = Trench width"]

{"sheet":"DIP-Assumptions","index":7,"n_rows":14,"n_cols":1,"rows_kept":14,"cut":false,"hidden":false,"merged":[]}
["Ductile Iron Pipe Calculation Assumptions"]
[]
["When live load is considered, an HS-20 load applied in an unpaved condition is assumed.  Impact factors are included in live load.  If the pipe will not be subjected to live load, the minimum depth of bury is assumed to be 1 foot to provide adequate cover to protect pipe from damage."]
[]
["Prism loading is assumed for the backfill load calculation"]
[]
["Maximum allowable depth of bury is cut off at 100 feet."]
[]
["E' for Class P-1 = 300 psi"]
["E' for Class P-2 = 500 psi"]
["E' for Class P-3 = 700 psi"]
[]
[]
["Return to Calculations"]

{"sheet":"HDPE Depth of Bury","index":8,"n_rows":37,"n_cols":16,"rows_kept":37,"cut":false,"hidden":false,"merged":[[27,2,28,2],[10,3,10,5],[11,3,11,5],[12,3,12,5],[13,3,13,5],[5,3,5,5],[7,3,7,5],[8,3,8,5],[9,3,9,5],[8,13,9,13],[8,12,9,12]]}
[]
[]
[null,null,"HDPE Pipe"]
[null,null,"Min / Max depth of bury with both Dead and Live Loads factored in"]
[]
[null,null,null,"User inputs"]
[]
[null,null,"Pipe diameter, in",15]
[null,null,"Water table (ft. below surface)",2,null,null,null,null,null,null,null,null,"Diameter","Stiffness","E'"]
[null,null,"Allowable Deflection, %",5,null,null,null,null,null,null,null,null,null,null,1000]
[null,null,"Unit weight of soil, pcf",120,null,null,null,null,null,null,null,null,4,35,3000]
[null,null,"Modulus of soil reaction, E', psi",1000,null,null,null,null,null,null,null,null,6,35]
[null,null,"Bedding Constant, K",0.1,null,null,null,null,null,null,null,null,8,35]
[null,null,"Consider Live Load?","No",null,null,null,null,null,null,null,null,10,35]
[null,null,null,null,null,null,null,null,null,null,null,null,12,50,null,"Yes"]
[null,null,null,null,null,null,null,null,null,null,null,null,15,42,null,"No"]
[null,null,"Pipe Properties",null,null,null,null,null,null,null,null,null,18,40]
[null,null,"Pipe Stiffness, psi",{"$f":"LOOKUP(D8,M11:M22,N11:N22)","v":42},null,null,null,null,null,null,null,null,24,34]
[null,null,"Pipe load capacity, psi",{"$f":"ROUND(D10*(0.149*D18+0.061*D12)/(D13*100),1)","v":33.6},null,null,null,null,null,null,null,null,30,28]
[null,null,"Critical Buckling Pressure, psi",{"$f":"ROUND('HDPE-Data'!U10,0)","v":86},null,null,null,null,null,null,null,null,36,22]
[null,null,"Max. Bending Stress, psi",{"$f":"'HDPE-Data'!X14","v":900},null,null,null,null,null,null,null,null,42,20]
[null,null,"Max. Bending Strain, %",{"$f":"'HDPE-Data'!AA14","v":5},null,null,null,null,null,null,null,null,48,18]
[null,null,null,null,null,null,null,null,null,null,null,null,54,16]
[null,null,null,null,null,null,null,null,null,null,null,null,60,14]
[]
[null,null,"Results:"]
[]
[null,null,"Allowable Depth of Bury","Min.","Max."]
[null,null,null,{"$f":"IF(MIN('HDPE-Data'!AC28:AC127)=0,\"Not\",MIN('HDPE-Data'!AC28:AC127))","v":1},{"$f":"IF(MAX('HDPE-Data'!AC28:AC127)=0,\"Allowed\",MAX('HDPE-Data'!AC28:AC127))","v":9}]
[]
[null,null,"Notes:"]
[]
[null,null,"This spreadsheet is a tool for use in determining the allowable depth of bury for PVC pipe based upon the design method"]
[null,null,"described in The Complete Corrugated Polyethylene Pipe Design Manual and Installation Guide.  The engineer should have"]
[null,null,"a thorough understanding of this methodology prior to using this spreadsheet and is responsible for verifying the results."]
[]
[null,null,"For additional information and to obtain a copy of the design manual, contact the Plastic Pipe Institute."]

{"sheet":"HDPE-Data","index":9,"n_rows":127,"n_cols":42,"rows_kept":127,"cut":false,"hidden":false,"merged":[[25,2,25,3],[1,35,1,36]]}
[]
["Deflection check",null,null,null,"AASHTO Live Load Determination",null,null,null,"Wall Thrust",null,null,null,null,null,null,null,null,null,null,"Wall Buckling",null,null,"Bending Stress",null,null,"Bending Strain",null,null,null,null,"Pipe","Outside",null,"Mean dia.","Sect. Area","Shape factor",null,null,null,"Geostatic Load","Class 1","Class 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,"Diameter","Stiffness","Diameter","c","Dm","As","E'=1000","E'=3000",null,null,"Psp, psi","Uncompacted","Compacted"]
["Pipe Diameter",{"$f":"'HDPE Depth of Bury'!D8","v":15},null,null,"AASTHO  Tire Distribution",null,null,null,"Unit weight of soil",{"$f":"'HDPE Depth of Bury'!D11","v":120},"pcf",null,null,null,null,null,null,null,null,"PS",{"$f":"'HDPE Depth of Bury'!D18","v":42},null,"Diameter",{"$f":"'HDPE Depth of Bury'!D8","v":15},null,"Diameter",{"$f":"'HDPE Depth of Bury'!D8","v":15},null,null,4,35,4.7,0.13900000000000001,{"$f":"AD4+2*AG4","v":4.2780000000000005},4.48E-2,3.8,4.5999999999999996,null,null,1.04,470,2350]
["Pipe OD",{"$f":"LOOKUP(B4,AD4:AD17,AF4:AF17)","v":17.7},"inches",null,"W",{"$f":"20/12","v":1.6666666666666667},"ft",null,"Diameter",{"$f":"B4","v":15},null,null,null,null,null,null,null,null,null,"Diameter, in.",{"$f":"'HDPE Depth of Bury'!D8","v":15},null,"OD",{"$f":"LOOKUP(X4,AD4:AD17,AF4:AF17)","v":17.7},null,"OD",{"$f":"LOOKUP(X4,AD4:AD17,AF4:AF17)","v":17.7},null,null,6,35,7,0.192,6.3840000000000003,5.6800000000000003E-2,3.8,4.5999999999999996,null,null,5.21,520,3450]
["PS",{"$f":"'HDPE Depth of Bury'!D18","v":42},"psi",null,"L",{"$f":"10/12","v":0.83333333333333337},"ft",null,"Outside Diameter",{"$f":"B5","v":17.7},"in2 / in",null,null,null,null,null,null,null,null,"Outside Diam., in.",{"$f":"LOOKUP(U5,AD4:AD17,AF4:AF17)","v":17.7},null,"Dm",{"$f":"LOOKUP(X4,AD4:AD17,AH4:AH17)","v":15.9},null,"Dm",{"$f":"LOOKUP(X4,AD4:AD17,AH4:AH17)","v":15.9},null,null,8,35,9.9,0.29699999999999999,8.5939999999999994,8.3699999999999997E-2,3.8,4.5999999999999996,null,null,10.42,570,4200]
["UW of soil",{"$f":"'HDPE Depth of Bury'!D11","v":120},null,null,"alpha",1,null,null,"Section Area, As",{"$f":"LOOKUP(B4,AD4:AD17,AI4:AI17)","v":0.159},"in2 / in",null,null,null,null,null,null,null,null,"Hw, ft. below surface",{"$f":"'HDPE Depth of Bury'!D9","v":2},null,"E'",{"$f":"'HDPE Depth of Bury'!D12","v":1000},null,"E'",{"$f":"'HDPE Depth of Bury'!D12","v":1000},null,null,10,35,12,0.39300000000000002,10.786,0.10440000000000001,3.8,4.5999999999999996,null,null,20.83,650,5500]
["E'",{"$f":"'HDPE Depth of Bury'!D12","v":1000},"psi",null,"P",16000,"lbs",null,"Fy - short",3000,"psi",null,null,null,null,null,null,null,null,"Factor of Safety",2,null,"Shape Factor, Df",{"$f":"LOOKUP(X4,AD4:AD17,IF(X7=3000,AK4:AK17,AJ4:AJ17))","v":3.7},null,"Shape Factor, Df",{"$f":"LOOKUP(X4,AD4:AD17,IF(X7=3000,AK4:AK17,AJ4:AJ17))","v":3.7},null,null,12,50,14.7,0.35,12.7,0.125,3.6,4.2,null,null,41.67,825,7500]
["K",{"$f":"'HDPE Depth of Bury'!D13","v":0.1},null,null,null,null,null,null,"Fy - long",900,"psi",null,null,null,null,null,null,null,null,"E', psi",{"$f":"'HDPE Depth of Bury'!D12","v":1000},null,"MOE (HDPE), E, psi",22000,null,"MOE (HDPE), E, psi",22000,null,null,15,42,17.7,0.45,15.9,0.159,3.7,4.4000000000000004,null,null,62.5,1000,9300]
["Allow. Defl.",{"$f":"'HDPE Depth of Bury'!D10","v":5},"%",null,null,null,null,null,"E short",110000,"psi",null,null,null,null,null,null,null,null,"Permissible, Pcr, psi",{"$f":"ROUND((0.772/U8)*(U9*U4/(1-0.4^2))^0.5,1)","v":86.3},null,"Yo",{"$f":"MAX((X5-X6)/2,(X6-X4)/2)","v":0.89999999999999947},null,"Yo",{"$f":"MAX((AA5-AA6)/2,(AA6-AA4)/2)","v":0.89999999999999947},null,null,18,40,21.5,0.5,19,0.19500000000000001,3.7,4.4000000000000004]
["Allow Defl. ",{"$f":"B10*B4/100","v":0.75},"in.",null,null,null,null,null,"E long",22000,"psi",null,null,null,null,null,null,null,null,"Unit weight of soil, pcf",{"$f":"'HDPE Depth of Bury'!D11","v":120},null,"Factor of Safety",1.5,null,"Factor of Safety",1.5,null,null,24,34,28.7,0.65,25.3,0.26200000000000001,3.9,4.5999999999999996]
["Def. capacity",{"$f":"'HDPE Depth of Bury'!D19","v":33.6},"psi",null,null,null,null,null,"Cap. mod. for pipe",1,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,30,28,36.4,0.75,31.5,0.32700000000000001,4.0999999999999996,4.9000000000000004]
[null,null,null,null,null,null,null,null,"Cap. mod for soil",0.9,null,null,null,null,null,null,null,null,null,null,null,null,"Max. Allowable ",null,null,"Max. Allowable ",null,null,null,36,22,42.5,0.9,37.799999999999997,0.375,4.3,5.3]
[null,null,null,null,null,null,null,null,"Tcr short",{"$f":"J8*J7*J12","v":477},"lb / in",null,null,null,null,null,null,null,null,null,null,null,"Bending stress, psi",900,null,"Bending strain, %",5,null,null,42,20,48,1.1100000000000001,44.22,0.39100000000000001,4.4000000000000004,5.4]
[null,null,null,null,null,null,null,null,"Tcr long",{"$f":"J9*J7*J12","v":143.1},"lb / in",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,48,18,55,1.1499999999999999,50.3,0.42899999999999999,4.5999999999999996,5.7]
[null,null,null,null,null,null,null,null,"Effective Radius, R",{"$f":"J5/2+LOOKUP(J5,AD4:AD17,AG4:AG17)","v":7.95},"in.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,54,16,61,1.25,56.5,0.47299999999999998,4.7,5.8]
[null,null,null,null,null,null,null,null,"Water below ground, Hw",{"$f":"'HDPE Depth of Bury'!D9","v":2},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,60,14,67.3,1.37,62.74,0.53800000000000003,4.9000000000000004,6.2]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,"Cl. 1","Cl 1."]
[null,null,null,null,null,null,null,null,null,"uncompacted","compacted","Short Ter","Long Term"]
[null,"Deflection",null,null,null,null,null,null,"Geostatic load","Secant con. Mod.","Secant Mod.","Vert. arch fact.","Vert. Arch fact","Lw","T - Dead","T - Dead + Live","Thrust Check",null,null,"Wall Buckling",null,null,"Bending Stress",null,null,"Bending Strain",null,null,"Final Results"]
[null,"Dead load","Live Load",null,"Total Load","Deflection","Deflection check",null,"Psp","Ms","Ms","Short VAF","Long VAF",null,null,null,null,null,null,null,null,null,"bending stress, psi","Sress check",null,"Bending strain","Strain check"]
["H","Wc, lb/in","Area of load, sf","Wl, lb. / in.","lb. / in.","in.",null,null,"psi","psi","psi",null,null,null,"lb / in","lb / in",null,null,null,"Pv","WB check",null,null,null,null,"%"]
[1,{"$f":"(A28*$B$7/144)*(B$5)","v":14.75},{"$f":"($F$5+$F$7*$A28)*($F$6+$F$7*$A28)","v":4.8888888888888902},{"$f":"IF('HDPE Depth of Bury'!$D$14:$E$14=\"Yes\",ROUND($F$8/C28/144,1)*(B$5),0)","v":0},{"$f":"(B28+D28)","v":14.75},{"$f":"ROUND($E28*$B$9/(0.149*$B$6+0.061*$B$8),3)","v":2.1999999999999999E-2},{"$f":"IF(F28<$B$11,\"OK\",\"Fail\")","v":"OK"},null,{"$f":"ROUND($J$4*(A28+0.11*$J$6/12)/144,2)","v":0.97},{"$f":"ROUND($AO$4+($I28-$AN$4)*(($AO$4-$AO$5)/($AN$4-$AN$5)),2)","v":469.16},{"$f":"ROUND($AP$4+($I28-$AN$4)*(($AP$4-$AP$5)/($AN$4-$AN$5)),2)","v":2331.5300000000002},{"$f":"ROUND(0.76-0.71*((($J$13*IF('HDPE Depth of Bury'!$D$12=3000,'HDPE-Data'!$K28,'HDPE-Data'!$J28)*$J$16/($J$10*$J$7))-1.17)/(($J$13*IF('HDPE Depth of Bury'!D$12=3000,'HDPE-Data'!$K28,'HDPE-Data'!$J28)*$J$16/($J$10*$J$7))+2.92)),3)","v":0.98299999999999998},{"$f":"ROUND(0.76-0.71*((($J$13*IF('HDPE Depth of Bury'!$D$12=3000,'HDPE-Data'!$K28,'HDPE-Data'!$J28)*$J$16/($J$11*$J$7))-1.17)/(($J$13*IF('HDPE Depth of Bury'!D$12=3000,'HDPE-Data'!$K28,'HDPE-Data'!$J28)*$J$16/($J$11*$J$7))+2.92)),3)","v":0.79800000000000004},31,{"$f":"ROUND(1.3*(1.5*I28*M28+IF(A28-$J$17>0,A28-$J$17,0)*62.4/144)*($J$6/2),1)","v":13.4},{"$f":"ROUND(1.3*(1.5*I28*L28+1.67*D28/$J$6*MIN(1,N28/$J$6)+IF(A28-$J$17>0,A28-$J$17,0)*62.4/144)*($J$6/2),1)","v":16.5},{"$f":"IF(AND(P28<$J$14,O28<$J$15),\"OK\",\"Fail\")","v":"OK"},null,null,{"$f":"(1-0.33*(IF(A28-$U$7<0,0,A28-$U$7))/A28)*A28*$U$11/144+62.4*IF(A28-$U$7<0,0,A28-$U$7)/144+(D28/$U$5)","v":0.83333333333333337},{"$f":"IF(T28<$U$10,\"OK\",\"Fail\")","v":"OK"},null,{"$f":"ROUND(2*$X$8*$X$9*$F28*$X$10*$X$11/($X$6^2),0)","v":19},{"$f":"IF(W28<$X$14,\"OK\",\"Fail\")","v":"OK"},null,{"$f":"ROUND(2*$AA$8*F28*$AA$10*$AA$11/($AA$6^2)*100,1)","v":0.1},{"$f":"IF(Z28<$AA$14,\"OK\",\"Fail\")","v":"OK"},null,{"$f":"IF(AND(AA28=\"OK\",X28=\"OK\",U28=\"OK\",Q28=\"OK\",G28=\"OK\"),A28,\"Fail\")","v":1}]
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[98,{"$f":"(A125*$B$7/144)*(B$5)","v":1445.5},9850.3888888888887,null,{"$f":"(B125+D125)","v":1445.5},2.149,{"$f":"IF(F125<$B$11,\"OK\",\"Fail\")","v":"Fail"},null,81.8,1162.1500000000001,10967.79,{"$f":"ROUND(0.76-0.71*((($J$13*IF('HDPE Depth of Bury'!$D$12=3000,'HDPE-Data'!$K125,'HDPE-Data'!$J125)*$J$16/($J$10*$J$7))-1.17)/(($J$13*IF('HDPE Depth of Bury'!D$12=3000,'HDPE-Data'!$K125,'HDPE-Data'!$J125)*$J$16/($J$10*$J$7))+2.92)),3)","v":0.90500000000000003},{"$f":"ROUND(0.76-0.71*((($J$13*IF('HDPE Depth of Bury'!$D$12=3000,'HDPE-Data'!$K125,'HDPE-Data'!$J125)*$J$16/($J$11*$J$7))-1.17)/(($J$13*IF('HDPE Depth of Bury'!D$12=3000,'HDPE-Data'!$K125,'HDPE-Data'!$J125)*$J$16/($J$11*$J$7))+2.92)),3)","v":0.59799999999999998},null,1322.8,1756.2,{"$f":"IF(AND(P125<$J$14,O125<$J$15),\"OK\",\"Fail\")","v":"Fail"},null,null,96.866666666666674,{"$f":"IF(T125<$U$10,\"OK\",\"Fail\")","v":"Fail"},null,1868,{"$f":"IF(W125<$X$14,\"OK\",\"Fail\")","v":"Fail"},null,8.5,{"$f":"IF(Z125<$AA$14,\"OK\",\"Fail\")","v":"Fail"},null,"Fail"]
[99,{"$f":"(A126*$B$7/144)*(B$5)","v":1460.25},10049.888888888889,null,{"$f":"(B126+D126)","v":1460.25},2.1709999999999998,{"$f":"IF(F126<$B$11,\"OK\",\"Fail\")","v":"Fail"},null,82.64,1169.2,11040.37,{"$f":"ROUND(0.76-0.71*((($J$13*IF('HDPE Depth of Bury'!$D$12=3000,'HDPE-Data'!$K126,'HDPE-Data'!$J126)*$J$16/($J$10*$J$7))-1.17)/(($J$13*IF('HDPE Depth of Bury'!D$12=3000,'HDPE-Data'!$K126,'HDPE-Data'!$J126)*$J$16/($J$10*$J$7))+2.92)),3)","v":0.90500000000000003},{"$f":"ROUND(0.76-0.71*((($J$13*IF('HDPE Depth of Bury'!$D$12=3000,'HDPE-Data'!$K126,'HDPE-Data'!$J126)*$J$16/($J$11*$J$7))-1.17)/(($J$13*IF('HDPE Depth of Bury'!D$12=3000,'HDPE-Data'!$K126,'HDPE-Data'!$J126)*$J$16/($J$11*$J$7))+2.92)),3)","v":0.59699999999999998},null,1335,1774.3,{"$f":"IF(AND(P126<$J$14,O126<$J$15),\"OK\",\"Fail\")","v":"Fail"},null,null,97.858333333333348,{"$f":"IF(T126<$U$10,\"OK\",\"Fail\")","v":"Fail"},null,1887,{"$f":"IF(W126<$X$14,\"OK\",\"Fail\")","v":"Fail"},null,8.6,{"$f":"IF(Z126<$AA$14,\"OK\",\"Fail\")","v":"Fail"},null,"Fail"]
[100,{"$f":"(A127*$B$7/144)*(B$5)","v":1474.9999999999998},10251.388888888889,null,{"$f":"(B127+D127)","v":1474.9999999999998},2.1930000000000001,{"$f":"IF(F127<$B$11,\"OK\",\"Fail\")","v":"Fail"},null,83.47,1176.18,11112.1,{"$f":"ROUND(0.76-0.71*((($J$13*IF('HDPE Depth of Bury'!$D$12=3000,'HDPE-Data'!$K127,'HDPE-Data'!$J127)*$J$16/($J$10*$J$7))-1.17)/(($J$13*IF('HDPE Depth of Bury'!D$12=3000,'HDPE-Data'!$K127,'HDPE-Data'!$J127)*$J$16/($J$10*$J$7))+2.92)),3)","v":0.90400000000000003},{"$f":"ROUND(0.76-0.71*((($J$13*IF('HDPE Depth of Bury'!$D$12=3000,'HDPE-Data'!$K127,'HDPE-Data'!$J127)*$J$16/($J$11*$J$7))-1.17)/(($J$13*IF('HDPE Depth of Bury'!D$12=3000,'HDPE-Data'!$K127,'HDPE-Data'!$J127)*$J$16/($J$11*$J$7))+2.92)),3)","v":0.59499999999999997},null,1345.7,1790.8,{"$f":"IF(AND(P127<$J$14,O127<$J$15),\"OK\",\"Fail\")","v":"Fail"},null,null,98.85,{"$f":"IF(T127<$U$10,\"OK\",\"Fail\")","v":"Fail"},null,1906,{"$f":"IF(W127<$X$14,\"OK\",\"Fail\")","v":"Fail"},null,8.6999999999999993,{"$f":"IF(Z127<$AA$14,\"OK\",\"Fail\")","v":"Fail"},null,"Fail"]

{"sheet":"HDPE-Assumptions","index":10,"n_rows":9,"n_cols":1,"rows_kept":9,"cut":false,"hidden":false,"merged":[]}
["HDPE Pipe Calculation Assumptions"]
[]
["When live load is considered, an HS-20 load applied in an unpaved condition is assumed.  If the pipe will not be subjected to live load, the minimum depth of bury is assumed to be 2 feet to provide adequate cover to protect pipe from damage.  "]
[]
["Prism loading is assumed for the backfill load calculation"]
[]
["Pipe is checked for deflection, wall thrust, critical buckling pressure, bending stress, and bending strain."]
[]
["Return to Calculations"]

{"sheet":"PVC Depth of Bury","index":11,"n_rows":35,"n_cols":17,"rows_kept":35,"cut":false,"hidden":false,"merged":[[5,3,5,5],[18,3,18,4],[18,6,19,6],[19,3,19,4],[25,2,26,2],[7,3,7,5],[8,3,8,5],[9,3,9,5],[10,3,10,5],[11,3,11,5],[12,3,12,5],[13,3,13,5],[17,3,17,4]]}
[]
[]
[null,null,"PVC Pipe"]
[null,null,"Min / Max depth of bury with both Dead and Live Loads factored in",null,null,null,null,null,null,null,null,null,null,"AWWA C900 - DR14",813,null,"Yes"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"AWWA C900 - DR18",364,null,"No"]
[null,null,null,"User Inputs",null,null,null,null,null,null,null,null,null,"AWWA C900 - DR21",223.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"AWWA C900 - DR25",129]
[null,null,"Pipe Type","Solid Wall, DR 35",null,null,null,null,null,null,null,null,null,"AWWA C900 - DR32.5",57]
[null,null,"Allowable Deflection, %",5,null,null,null,null,null,null,null,null,null,"AWWA C900 - DR41",28]
[null,null,"Unit weight of soil, pcf",120,null,null,null,null,null,null,null,null,null,"AWWA C905 - DR14",813]
[null,null,"Modulus of soil reaction, E', psi",1000,null,null,"Click for recommended E' values",null,null,null,null,null,null,"AWWA C905 - DR18",364]
[null,null,"Deflection Accuracy Reduction, %",2,null,null,"Click for recommended deflection reduction",null,null,null,null,null,null,"AWWA C905 - DR21",223.5]
[null,null,"Bedding Constant, K",0.1,null,null,null,null,null,null,null,null,null,"AWWA C905 - DR25",129]
[null,null,"Consider Live Load?","Yes",null,null,null,null,null,null,null,null,null,"AWWA C905 - DR32.5",57]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"AWWA C905 - DR41",28]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"AWWA C905 - DR51",14]
[null,null,"Pipe Properties",null,null,null,null,null,null,null,null,null,null,"Closed Profile (ASTM F 1803)",46]
[null,null,"Design Deflection, %",{"$f":"D9-ABS(D12)","v":3},null,null,null,null,null,null,null,null,null,"Corrugated (ASTM F 949)",46]
[null,null,"Pipe Stiffness, psi",{"$f":"LOOKUP(D8,N4:N22,O4:O22)","v":46},null,null,null,null,null,null,null,null,null,"PVC Composite (truss) (ASTM D 2680)",200]
[null,null,"Pipe load capacity, psi",{"$f":"ROUND(D18*(0.149*D19+0.061*D11)/(D13*100),1)","v":20.399999999999999},null,null,null,null,null,null,null,null,null,"Solid Wall, DR 23.5",153]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Solid Wall, DR 26",115]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Solid Wall, DR 35",46]
[]
[null,null,"Results:"]
[]
[null,null,"Allowable Depth of Bury","Min.","Max."]
[null,null,null,{"$f":"IF(MIN('PVC-Data'!F13:F111)=0,\"Not\",MIN('PVC-Data'!F13:F61))","v":2},{"$f":"IF(MAX('PVC-Data'!F13:F111)=0,\"Allowed\",MAX('PVC-Data'!F13:F61))","v":24}]
[]
[null,null,"Notes:"]
[]
[null,null,"This spreadsheet is a tool for use in determining the allowable depth of bury for PVC pipe based upon the design method"]
[null,null,"described in the Handbook of PVC Pipe: Design and Construction.  The engineer should have a thorough understanding"]
[null,null,"of this methodology prior to using this spreadsheet and is responsible for verifying the results."]
[]
[null,null,"For additional information and to obtain a copy of the Handbook of PVC Pipe, contact the Uni-Bell PVC Pipe Association"]

{"sheet":"Flexible XSects","index":12,"n_rows":26,"n_cols":11,"rows_kept":26,"cut":false,"hidden":false,"merged":[[0,0,0,13]]}
["Back to Calculations"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["SUDAS Class F-1",null,null,null,null,"SUDAS Class F-2",null,null,null,null,"SUDAS Class F-3"]
["Recommended E' = 0 psi",null,null,null,null,"Recommended E' = 200 psi",null,null,null,null,"Recommended E' = 1000 psi"]
[]
[]
[null,null,null,null,null,null,"Key:"]
[null,null,null,null,null,null,"OD = Outside diameter of pipe"]
[null,null,null,null,null,null,"TW = Trench width"]
[]
["Notes:"]
["Class F-1 is intended for Water Main and Force Main pipe only."]
["Class F-2 may be used for Storm Sewer installations."]
["Class F-3 is required for all PVC gravity flow Sanitary Sewer installations"]

{"sheet":"PVC-Accuracy","index":13,"n_rows":18,"n_cols":7,"rows_kept":18,"cut":false,"hidden":false,"merged":[[17,2,17,6],[16,2,16,6]]}
[]
[]
[null,null,"Back to Calculations"]
[null,null,"Average Modulus of Soil Reaction, E'"]
[]
[null,null,null,"E' for Degree of Compaction of Bedding \nin pounds per square inch"]
[null,null,null,"Dumped","Slight:\n<85% Proctor <40% relative density","Moderate: \n85%-95% Proctor\n40%-70% relative density","High:\n>95% Proctor\n>70% relative density"]
[null,null,"Fine-grained soils (LL >50)\n   Soils with medium to high plasticity\n   CH, MH, CH-MH","No data is available; consult a competent soils engineer or use E'=0"]
[null,null,"Fine-grained soils (LL<50)\n   Soils with medium to no plasticity\n   CL, ML, ML-CL with less than 25% coarse-\n   grained particles",50,200,400,1000]
[null,null,"Fine-grained soils (LL<50)\n   Soils with medium to no plasticity\n   CL, ML, ML-CL with more than 25% coarse-\n   grained particles\nCoarse-grained soils with fines\n   GM, GC, SM, SC containing more than 12% fines",100,400,1000,2000]
[null,null,"Coarse-grained soils with little or no fines\n   GW, GP, SW, SP contains less than 12% fines",200,1000,2000,3000]
[null,null,"Crushed Stone (recommended installation) 1",1000,3000,3000,3000]
[null,null,"Accuracy in Terms of Percentage Deflection 2","+2","+2","+1","+0.5"]
[]
[null,null,"Notes:"]
[null,null,"1 Crushed stone bedding is recommended for most installations"]
[null,null,"2 For +1% accuracy and predicted deflection of 3%, actual deflection would be between 2% and 4%."]
[null,null,"Use values in the shaded region with caution.  Required compaction levels are difficult to achieve.  If values are selected, construction requires careful supervision and inspection."]

{"sheet":"PVC-E' Values","index":14,"n_rows":18,"n_cols":7,"rows_kept":18,"cut":false,"hidden":false,"merged":[[17,2,17,6],[16,2,16,6]]}
[]
[]
[null,null,"Back to Calculations"]
[null,null,"Average Modulus of Soil Reaction, E'"]
[]
[null,null,null,"E' for Degree of Compaction of Bedding \nin pounds per square inch"]
[null,null,null,"Dumped","Slight:\n<85% Proctor <40% relative density","Moderate: \n85%-95% Proctor\n40%-70% relative density","High:\n>95% Proctor\n>70% relative density"]
[null,null,"Fine-grained soils (LL >50)\n   Soils with medium to high plasticity\n   CH, MH, CH-MH","No data is available; consult a competent soils engineer or use E'=0"]
[null,null,"Fine-grained soils (LL<50)\n   Soils with medium to no plasticity\n   CL, ML, ML-CL with less than 25% coarse-\n   grained particles",50,200,400,1000]
[null,null,"Fine-grained soils (LL<50)\n   Soils with medium to no plasticity\n   CL, ML, ML-CL with more than 25% coarse-\n   grained particles\nCoarse-grained soils with fines\n   GM, GC, SM, SC containing more than 12% fines",100,400,1000,2000]
[null,null,"Coarse-grained soils with little or no fines\n   GW, GP, SW, SP contains less than 12% fines",200,1000,2000,3000]
[null,null,"Crushed Stone (recommended installation)",1000,3000,3000,3000]
[null,null,"Accuracy in Terms of Percentage Deflection","+2","+2","+1","+0.5"]
[]
[null,null,"Notes:"]
[null,null,"1 Crushed stone bedding is recommended for most installations"]
[null,null,"2 For +1% accuracy and predicted deflection of 3%, actual deflection would be between 2% and 4%."]
[null,null,"Use values in the shaded region with caution.  Required compaction levels are difficult to achieve.  If values are selected, construction requires careful supervision and inspection."]

{"sheet":"PVC-Data","index":15,"n_rows":61,"n_cols":6,"rows_kept":61,"cut":false,"hidden":false,"merged":[[10,2,10,3]]}
["AASHTO Live Load Determination"]
[]
["AASTHO  Tire Distribution"]
["W",{"$f":"20/12","v":1.6666666666666667},"sf"]
["L",{"$f":"10/12","v":0.83333333333333337},"sf"]
["alpha",1]
["P",16000,"lbs"]
[]
[]
[]
[null,"Dead load","Live Load",null,"Total Load"]
["H","P, psi","Area of load, sf","Pressure, W","psi"]
[2,{"$f":"A13*'PVC Depth of Bury'!$D$10/144","v":1.6666666666666667},{"$f":"($B$4+$B$6*$A13)*($B$5+$B$6*$A13)","v":10.388888888888891},{"$f":"IF('PVC Depth of Bury'!$D$14=\"Yes\",$B$7/C13/144,0)","v":10.695187165775399},{"$f":"B13+D13","v":12.361853832442065},{"$f":"IF(E13>'PVC Depth of Bury'!$D$20,\"Fail\",A13)","v":2}]
[3,{"$f":"A14*'PVC Depth of Bury'!$D$10/144","v":2.5},{"$f":"($B$4+$B$6*$A14)*($B$5+$B$6*$A14)","v":17.888888888888889},{"$f":"IF('PVC Depth of Bury'!$D$14=\"Yes\",$B$7/C14/144,0)","v":6.2111801242236027},{"$f":"B14+D14","v":8.7111801242236027},{"$f":"IF(E14>'PVC Depth of Bury'!$D$20,\"Fail\",A14)","v":3}]
[4,{"$f":"A15*'PVC Depth of Bury'!$D$10/144","v":3.3333333333333335},27.388888888888889,{"$f":"IF('PVC Depth of Bury'!$D$14=\"Yes\",$B$7/C15/144,0)","v":4.056795131845842},7.3901284651791759,{"$f":"IF(E15>'PVC Depth of Bury'!$D$20,\"Fail\",A15)","v":4}]
[5,{"$f":"A16*'PVC Depth of Bury'!$D$10/144","v":4.166666666666667},38.888888888888886,{"$f":"IF('PVC Depth of Bury'!$D$14=\"Yes\",$B$7/C16/144,0)","v":2.8571428571428572},7.0238095238095237,{"$f":"IF(E16>'PVC Depth of Bury'!$D$20,\"Fail\",A16)","v":5}]
[6,{"$f":"A17*'PVC Depth of Bury'!$D$10/144","v":5},52.388888888888886,{"$f":"IF('PVC Depth of Bury'!$D$14=\"Yes\",$B$7/C17/144,0)","v":2.1208907741251326},7.120890774125133,{"$f":"IF(E17>'PVC Depth of Bury'!$D$20,\"Fail\",A17)","v":6}]
[7,{"$f":"A18*'PVC Depth of Bury'!$D$10/144","v":5.833333333333333},67.888888888888886,{"$f":"IF('PVC Depth of Bury'!$D$14=\"Yes\",$B$7/C18/144,0)","v":1.6366612111292964},{"$f":"B18+D18","v":7.4699945444626294},{"$f":"IF(E18>'PVC Depth of Bury'!$D$20,\"Fail\",A18)","v":7}]
[8,{"$f":"A19*'PVC Depth of Bury'!$D$10/144","v":6.666666666666667},85.388888888888886,{"$f":"IF('PVC Depth of Bury'!$D$14=\"Yes\",$B$7/C19/144,0)","v":1.3012361743656475},7.9679028410323145,{"$f":"IF(E19>'PVC Depth of Bury'!$D$20,\"Fail\",A19)","v":8}]
[9,{"$f":"A20*'PVC Depth of Bury'!$D$10/144","v":7.5},null,null,7.5,{"$f":"IF(E20>'PVC Depth of Bury'!$D$20,\"Fail\",A20)","v":9}]
[10,{"$f":"A21*'PVC Depth of Bury'!$D$10/144","v":8.3333333333333339},null,null,8.3333333333333339,{"$f":"IF(E21>'PVC Depth of Bury'!$D$20,\"Fail\",A21)","v":10}]
[11,{"$f":"A22*'PVC Depth of Bury'!$D$10/144","v":9.1666666666666661},null,null,9.1666666666666661,{"$f":"IF(E22>'PVC Depth of Bury'!$D$20,\"Fail\",A22)","v":11}]
[12,{"$f":"A23*'PVC Depth of Bury'!$D$10/144","v":10},null,null,10,{"$f":"IF(E23>'PVC Depth of Bury'!$D$20,\"Fail\",A23)","v":12}]
[13,{"$f":"A24*'PVC Depth of Bury'!$D$10/144","v":10.833333333333334},null,null,10.833333333333334,{"$f":"IF(E24>'PVC Depth of Bury'!$D$20,\"Fail\",A24)","v":13}]
[14,{"$f":"A25*'PVC Depth of Bury'!$D$10/144","v":11.666666666666666},null,null,11.666666666666666,{"$f":"IF(E25>'PVC Depth of Bury'!$D$20,\"Fail\",A25)","v":14}]
[15,{"$f":"A26*'PVC Depth of Bury'!$D$10/144","v":12.5},null,null,12.5,{"$f":"IF(E26>'PVC Depth of Bury'!$D$20,\"Fail\",A26)","v":15}]
[16,{"$f":"A27*'PVC Depth of Bury'!$D$10/144","v":13.333333333333334},null,null,13.333333333333334,{"$f":"IF(E27>'PVC Depth of Bury'!$D$20,\"Fail\",A27)","v":16}]
[17,{"$f":"A28*'PVC Depth of Bury'!$D$10/144","v":14.166666666666666},null,null,14.166666666666666,{"$f":"IF(E28>'PVC Depth of Bury'!$D$20,\"Fail\",A28)","v":17}]
[18,{"$f":"A29*'PVC Depth of Bury'!$D$10/144","v":15},null,null,15,{"$f":"IF(E29>'PVC Depth of Bury'!$D$20,\"Fail\",A29)","v":18}]
[19,{"$f":"A30*'PVC Depth of Bury'!$D$10/144","v":15.833333333333334},null,null,15.833333333333334,{"$f":"IF(E30>'PVC Depth of Bury'!$D$20,\"Fail\",A30)","v":19}]
[20,{"$f":"A31*'PVC Depth of Bury'!$D$10/144","v":16.666666666666668},null,null,16.666666666666668,{"$f":"IF(E31>'PVC Depth of Bury'!$D$20,\"Fail\",A31)","v":20}]
[21,{"$f":"A32*'PVC Depth of Bury'!$D$10/144","v":17.5},null,null,17.5,{"$f":"IF(E32>'PVC Depth of Bury'!$D$20,\"Fail\",A32)","v":21}]
[22,{"$f":"A33*'PVC Depth of Bury'!$D$10/144","v":18.333333333333332},null,null,18.333333333333332,{"$f":"IF(E33>'PVC Depth of Bury'!$D$20,\"Fail\",A33)","v":22}]
[23,{"$f":"A34*'PVC Depth of Bury'!$D$10/144","v":19.166666666666668},null,null,19.166666666666668,{"$f":"IF(E34>'PVC Depth of Bury'!$D$20,\"Fail\",A34)","v":23}]
[24,{"$f":"A35*'PVC Depth of Bury'!$D$10/144","v":20},null,null,20,{"$f":"IF(E35>'PVC Depth of Bury'!$D$20,\"Fail\",A35)","v":24}]
[25,{"$f":"A36*'PVC Depth of Bury'!$D$10/144","v":20.833333333333332},null,null,20.833333333333332,{"$f":"IF(E36>'PVC Depth of Bury'!$D$20,\"Fail\",A36)","v":"Fail"}]
[26,{"$f":"A37*'PVC Depth of Bury'!$D$10/144","v":21.666666666666668},null,null,21.666666666666668,{"$f":"IF(E37>'PVC Depth of Bury'!$D$20,\"Fail\",A37)","v":"Fail"}]
[27,{"$f":"A38*'PVC Depth of Bury'!$D$10/144","v":22.5},null,null,22.5,{"$f":"IF(E38>'PVC Depth of Bury'!$D$20,\"Fail\",A38)","v":"Fail"}]
[28,{"$f":"A39*'PVC Depth of Bury'!$D$10/144","v":23.333333333333332},null,null,23.333333333333332,{"$f":"IF(E39>'PVC Depth of Bury'!$D$20,\"Fail\",A39)","v":"Fail"}]
[29,{"$f":"A40*'PVC Depth of Bury'!$D$10/144","v":24.166666666666668},null,null,24.166666666666668,{"$f":"IF(E40>'PVC Depth of Bury'!$D$20,\"Fail\",A40)","v":"Fail"}]
[30,{"$f":"A41*'PVC Depth of Bury'!$D$10/144","v":25},null,null,25,{"$f":"IF(E41>'PVC Depth of Bury'!$D$20,\"Fail\",A41)","v":"Fail"}]
[31,{"$f":"A42*'PVC Depth of Bury'!$D$10/144","v":25.833333333333332},null,null,25.833333333333332,{"$f":"IF(E42>'PVC Depth of Bury'!$D$20,\"Fail\",A42)","v":"Fail"}]
[32,{"$f":"A43*'PVC Depth of Bury'!$D$10/144","v":26.666666666666668},null,null,26.666666666666668,{"$f":"IF(E43>'PVC Depth of Bury'!$D$20,\"Fail\",A43)","v":"Fail"}]
[33,{"$f":"A44*'PVC Depth of Bury'!$D$10/144","v":27.5},null,null,27.5,{"$f":"IF(E44>'PVC Depth of Bury'!$D$20,\"Fail\",A44)","v":"Fail"}]
[34,{"$f":"A45*'PVC Depth of Bury'!$D$10/144","v":28.333333333333332},null,null,28.333333333333332,{"$f":"IF(E45>'PVC Depth of Bury'!$D$20,\"Fail\",A45)","v":"Fail"}]
[35,{"$f":"A46*'PVC Depth of Bury'!$D$10/144","v":29.166666666666668},null,null,29.166666666666668,{"$f":"IF(E46>'PVC Depth of Bury'!$D$20,\"Fail\",A46)","v":"Fail"}]
[36,{"$f":"A47*'PVC Depth of Bury'!$D$10/144","v":30},null,null,30,{"$f":"IF(E47>'PVC Depth of Bury'!$D$20,\"Fail\",A47)","v":"Fail"}]
[37,{"$f":"A48*'PVC Depth of Bury'!$D$10/144","v":30.833333333333332},null,null,30.833333333333332,{"$f":"IF(E48>'PVC Depth of Bury'!$D$20,\"Fail\",A48)","v":"Fail"}]
[38,{"$f":"A49*'PVC Depth of Bury'!$D$10/144","v":31.666666666666668},null,null,31.666666666666668,{"$f":"IF(E49>'PVC Depth of Bury'!$D$20,\"Fail\",A49)","v":"Fail"}]
[39,{"$f":"A50*'PVC Depth of Bury'!$D$10/144","v":32.5},null,null,32.5,{"$f":"IF(E50>'PVC Depth of Bury'!$D$20,\"Fail\",A50)","v":"Fail"}]
[40,{"$f":"A51*'PVC Depth of Bury'!$D$10/144","v":33.333333333333336},null,null,33.333333333333336,{"$f":"IF(E51>'PVC Depth of Bury'!$D$20,\"Fail\",A51)","v":"Fail"}]
[41,{"$f":"A52*'PVC Depth of Bury'!$D$10/144","v":34.166666666666664},null,null,{"$f":"B52+D52","v":34.166666666666664},{"$f":"IF(E52>'PVC Depth of Bury'!$D$20,\"Fail\",A52)","v":"Fail"}]
[42,{"$f":"A53*'PVC Depth of Bury'!$D$10/144","v":35},null,null,35,{"$f":"IF(E53>'PVC Depth of Bury'!$D$20,\"Fail\",A53)","v":"Fail"}]
[43,{"$f":"A54*'PVC Depth of Bury'!$D$10/144","v":35.833333333333336},null,null,35.833333333333336,{"$f":"IF(E54>'PVC Depth of Bury'!$D$20,\"Fail\",A54)","v":"Fail"}]
[44,{"$f":"A55*'PVC Depth of Bury'!$D$10/144","v":36.666666666666664},null,null,36.666666666666664,{"$f":"IF(E55>'PVC Depth of Bury'!$D$20,\"Fail\",A55)","v":"Fail"}]
[45,{"$f":"A56*'PVC Depth of Bury'!$D$10/144","v":37.5},null,null,37.5,{"$f":"IF(E56>'PVC Depth of Bury'!$D$20,\"Fail\",A56)","v":"Fail"}]
[46,{"$f":"A57*'PVC Depth of Bury'!$D$10/144","v":38.333333333333336},null,null,38.333333333333336,{"$f":"IF(E57>'PVC Depth of Bury'!$D$20,\"Fail\",A57)","v":"Fail"}]
[47,{"$f":"A58*'PVC Depth of Bury'!$D$10/144","v":39.166666666666664},null,null,39.166666666666664,{"$f":"IF(E58>'PVC Depth of Bury'!$D$20,\"Fail\",A58)","v":"Fail"}]
[48,{"$f":"A59*'PVC Depth of Bury'!$D$10/144","v":40},null,null,40,{"$f":"IF(E59>'PVC Depth of Bury'!$D$20,\"Fail\",A59)","v":"Fail"}]
[49,{"$f":"A60*'PVC Depth of Bury'!$D$10/144","v":40.833333333333336},null,null,40.833333333333336,{"$f":"IF(E60>'PVC Depth of Bury'!$D$20,\"Fail\",A60)","v":"Fail"}]
[50,{"$f":"A61*'PVC Depth of Bury'!$D$10/144","v":41.666666666666664},null,null,41.666666666666664,{"$f":"IF(E61>'PVC Depth of Bury'!$D$20,\"Fail\",A61)","v":"Fail"}]

{"sheet":"PVC-Assumptions","index":16,"n_rows":9,"n_cols":1,"rows_kept":9,"cut":false,"hidden":false,"merged":[]}
["PVC Pipe Calculation Assumptions"]
[]
["When live load is considered, an HS-20 load applied in an unpaved condition is assumed.  If the pipe will not be subjected to live load, the minimum depth of bury is assumed to be 2 feet to provide adequate cover to protect pipe from damage.  "]
[]
["Prism loading is assumed for the backfill load calculation"]
[]
["Maximum allowable depth of bury is cut off at 50 feet.  This is the maximum depth for which the soil modulus values apply."]
[]
["Return to Calculations"]

{"sheet":"RCP Depth of Bury","index":17,"n_rows":46,"n_cols":44,"rows_kept":46,"cut":false,"hidden":false,"merged":[[10,3,10,5],[11,3,11,5],[12,3,12,5],[5,3,5,5],[7,3,7,5],[8,3,8,5],[9,3,9,5],[22,11,22,12],[22,13,22,14],[22,3,22,4],[22,5,22,6],[22,7,22,8],[22,9,22,10]]}
[]
[]
[null,null,"Reinforced Concrete Pipe"]
[null,null,"Min / Max depth of bury with both Dead and Live Loads factored in",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Class III (SUDAS Default)",1350,"  (Iowa DOT: 2000D)",null,null,"0.110 - Wet Clay",0.11,null,"Yes"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Type D","Type C","Type B","Type A","Type A","Type A",null,null,null,null,null,null,null,null,"Class IV",2000,"  (Iowa DOT: 3000D)",null,null,"0.130 - Dry Clay",0.13,null,"No"]
[null,null,null,"User inputs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H / Load Factor",1.1000000000000001,1.5,1.9,2.8,3.4,4.8,null,"Cd","Calculated Trench Load","Load at transition width","Controlling Earth Load","Live Load","Total Load",null,"Class V",3000,"  (Iowa DOT: 4000D)",null,null,"0.150- Saturated Topsoil",0.15]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,{"$f":"IF(($AH7/(V$6*($D$8/12)))>$J$9,\"Fail\",($AH7/(V$6*($D$8/12))))","v":"Fail"},1111.3333333333333,877.36842105263167,595.35714285714289,490.29411764705884,347.29166666666669,null,{"$f":"((1-EXP(-2*$G$11*($U7/$D$12)))/(2*$G$11))","v":0.21687757509234715},{"$f":"((1-EXP(-2*$G$11*($U7/$D$12)))/(2*$G$11))*$D$10*$D$12^2","v":527.01250747440349},{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U7,'RCP-Transition Width'!$B$6:$AQ$6,))","v":324},{"$f":"MIN(AD7,AE7)","v":324},{"$f":"IF(D13=\"yes\",VLOOKUP($D$8,'RCP-Live Load'!$A$7:$P$23,5),0)","v":3010},{"$f":"AG7+AF7","v":3334},null,null,null,null,null,null,"0.165 - Sand and Gravel",0.16500000000000001]
[null,null,"Pipe Diameter, in.",24,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2,1127.6363636363637,826.93333333333339,652.84210526315792,443.00000000000006,364.82352941176475,258.41666666666669,null,0.42340725601754797,1028.8796321226416,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U8,'RCP-Transition Width'!$B$6:$AQ$6,))","v":700.8},700.8,{"$f":"IF(D13=\"yes\",VLOOKUP($D$8,'RCP-Live Load'!$A$7:$P$23,7),0)","v":1780},2480.8000000000002]
[null,null,"Pipe Class, lb/lf/ft dia.","Class III (SUDAS Default)",null,null,{"$f":"LOOKUP(D9,AJ4:AJ6,AL4:AL6)","v":"  (Iowa DOT: 2000D)"},null,"D0.01 =",{"$f":"LOOKUP(D9,AJ4:AJ6,AK4:AK6)","v":1350},null,null,null,null,null,null,null,null,null,null,3,940.90909090909088,690,544.73684210526324,369.64285714285717,304.41176470588238,215.625,null,0.62008277253834498,1506.8011372681783,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U9,'RCP-Transition Width'!$B$6:$AQ$6,))","v":1140},1140,{"$f":"IF(D13=\"yes\",VLOOKUP($D$8,'RCP-Live Load'!$A$7:$P$23,9),0)","v":930},2070,null,12]
[null,null,"Unit Weight of Soil, pcf",120,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,4,1041.4545454545453,763.73333333333323,602.9473684210526,409.14285714285711,336.94117647058823,238.66666666666666,null,0.80737429705646735,1961.9195418472157,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U10,'RCP-Transition Width'!$B$6:$AQ$6,))","v":1651.2},1651.2,{"$f":"IF(D13=\"yes\",VLOOKUP($D$8,'RCP-Live Load'!$A$7:$P$23,11),0)","v":640},2291.1999999999998,null,15]
[null,null,"ku'","0.110 - Wet Clay",null,null,{"$f":"LOOKUP(D11,AO4:AO7,AP4:AP7)","v":0.11},null,null,null,null,null,null,null,null,null,null,null,null,null,5,1219.4545454545453,894.26666666666654,706,479.07142857142856,394.52941176470586,279.45833333333331,null,0.98572956860656569,2395.3228517139546,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U11,'RCP-Transition Width'!$B$6:$AQ$6,))","v":2182.7999999999997},2182.7999999999997,{"$f":"IF(D13=\"yes\",VLOOKUP($D$8,'RCP-Live Load'!$A$7:$P$23,12),)","v":500},2682.7999999999997,null,18]
[null,null,"Trench Width, ft.",{"$f":"IF(ISNUMBER(H12),H12,MAX(1.25*(D8+2*(D8/12+1))/12+1,4.5))","v":4.5},null,null,null,null,"User defined trench width",null,null,null,null,null,null,null,null,null,null,null,6,"Fail",999.73333333333323,789.26315789473688,535.57142857142856,441.05882352941177,312.41666666666669,null,1.1555749632209444,2808.0471606268952,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U12,'RCP-Transition Width'!$B$6:$AQ$6,))","v":2599.1999999999998},2599.1999999999998,{"$f":"IF(D13=\"yes\",VLOOKUP($D$8,'RCP-Live Load'!$A$7:$P$23,13),0)","v":400},2999.2,null,21]
[null,null,"Consider Live Load?","Yes",null,null,null,null,"(leave blank if using SUDAS default)",null,null,null,null,null,null,null,null,null,null,null,7,"Fail",1140.3999999999999,900.31578947368416,610.92857142857144,503.11764705882354,356.375,null,1.3173165132239186,3201.0791271341222,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U13,'RCP-Transition Width'!$B$6:$AQ$6,))","v":3091.2},3091.2,{"$f":"IF(D13=\"yes\",VLOOKUP($D$8,'RCP-Live Load'!$A$7:$P$23,14),0)","v":330},3421.2,null,24]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,8,"Fail",1274.9333333333332,1006.5263157894736,683,562.47058823529414,398.41666666666663,null,1.4713408778925015,3575.3583332787784,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U14,'RCP-Transition Width'!$B$6:$AQ$6,))","v":3544.7999999999997},3544.7999999999997,{"$f":"IF(D13=\"yes\",VLOOKUP($D$8,'RCP-Live Load'!$A$7:$P$23,15),0)","v":280},3824.7999999999997,null,27]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,9,"Fail","Fail",1097.8367186219696,744.96063049347936,613.49698981815948,434.56036778786296,null,1.6180162678039027,3931.7795307634838,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U15,'RCP-Transition Width'!$B$6:$AQ$6,))","v":3997.2},3931.7795307634838,{"$f":"IF(D13=\"yes\",VLOOKUP($D$8,'RCP-Live Load'!$A$7:$P$23,16),0)","v":240},4171.7795307634842,null,30]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,10,"Fail","Fail",1123.9986263008818,762.71335356131272,628.11687940343404,444.91612291076575,null,1.7576933250795683,4271.194779943351,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U16,'RCP-Transition Width'!$B$6:$AQ$6,))","v":4446},4271.194779943351,null,4271.194779943351,null,33]
[null,null,"Results:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,11,{"$f":"IF(($AH17/(V$6*($D$8/12)))>$J$9,\"Fail\",($AH17/(V$6*($D$8/12))))","v":"Fail"},"Fail",1209.0567070423917,820.43133692162303,675.64933628839538,478.5849465376134,null,1.8907059616300776,4594.4154867610887,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U17,'RCP-Transition Width'!$B$6:$AQ$6,))","v":4897.2},4594.4154867610887,null,4594.4154867610887,null,36]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,12,"Fail","Fail",1290.0564059193919,875.39541830244445,720.91387389613067,510.64732734309257,null,2.01737215740481,4902.2143424936885,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U18,'RCP-Transition Width'!$B$6:$AQ$6,))","v":5347.2},4902.2143424936885,null,4902.2143424936885,null,42]
[null,null,null,"Bedding Types",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,13,"Fail","Fail","Fail",927.73699481211463,764.01870160997669,541.17991364040017,null,2.137994720554667,5195.3271709478413,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U19,'RCP-Transition Width'!$B$6:$AQ$6,))","v":5803.2},5195.3271709478413,null,5195.3271709478413,null,48]
[null,null,null,"SUDAS N/A",null,"SUDAS R-1",null,"SUDAS R-2",null,"SUDAS R-3 & R-4",null,null,null,null,null,null,null,null,null,null,14,"Fail","Fail","Fail",977.5811942000006,805.06686581176518,570.25569661666702,null,2.2528620113251043,5474.4546875200031,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U20,'RCP-Transition Width'!$B$6:$AQ$6,))","v":6250.8},5474.4546875200031,null,5474.4546875200031,null,54]
[null,null,null,"ACPA Class D",null,"ACPA Class C",null,"ACPA Class B",null,"ACPA Class A",null,"ACPA Class A",null,"ACPA Class A",null,null,null,null,null,null,15,"Fail","Fail","Fail",1025.0471739868408,844.15649622445699,597.94418482565709,null,2.3622486314100031,5740.2641743263075,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U21,'RCP-Transition Width'!$B$6:$AQ$6,))","v":6696},5740.2641743263075,null,5740.2641743263075,null,60]
[null,null,null,"Bedding Factor = 1.1",null,"Bedding Factor = 1.5",null,"Bedding Factor = 1.9",null,"Bedding Factor = 2.8",null,"Bedding Factor = 3.4",null,"Bedding Factor = 4.8",null,null,null,null,null,null,16,"Fail","Fail","Fail",1070.2484063226591,881.38104050101333,624.31157035488445,null,2.466416080414358,5993.3910754068902,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U22,'RCP-Transition Width'!$B$6:$AQ$6,))","v":7146},5993.3910754068902,null,5993.3910754068902,null,66]
[null,null,null,"Click for Cross Section",null,"Click for Cross Section",null,"Click for Cross Section",null,"Click for Cross Section",null,"Click for Cross Section",null,"Click for Cross Section",null,null,null,null,null,null,17,"Fail","Fail","Fail",1113.2929492532382,916.8294876203139,649.42088706438904,null,2.5656133809951172,6234.4405158181344,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U23,'RCP-Transition Width'!$B$6:$AQ$6,))","v":7596},6234.4405158181344,null,6234.4405158181344,null,72]
[null,null,"Allowable Depth","Min.","Max.","Min.","Max","Min","Max","Min","Max","Min","Max","Min","Max",null,null,null,null,null,18,"Fail","Fail","Fail",1154.2837050436342,950.5865806241693,673.33216127545325,null,2.6600776741746301,6463.988748244351,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U24,'RCP-Transition Width'!$B$6:$AQ$6,))","v":8049.5999999999995},6463.988748244351,null,6463.988748244351]
[null,null,null,{"$f":"IF(D13=\"no\",\"N/A\",IF(ISNUMBER(V7),U7,IF(ISNUMBER(V8),U8,IF(ISNUMBER(V9),U9,IF(ISNUMBER(V10),U10,IF(ISNUMBER(V11),U11,IF(ISNUMBER(V12),U12)))))))","v":2},{"$f":"LOOKUP(MAX(V$7:V$46),V$7:V$46,$U$7:$U$46)","v":5},{"$f":"IF(D13=\"no\",\"N/A\",IF(ISNUMBER(W7),U7,IF(ISNUMBER(W8),U8,IF(ISNUMBER(W9),U9,IF(ISNUMBER(W10),U10,IF(ISNUMBER(W11),U11,IF(ISNUMBER(W12),U12)))))))","v":1},{"$f":"LOOKUP(MAX(W$7:W$46),W$7:W$46,$U$7:$U$46)","v":8},{"$f":"IF(D13=\"no\",\"N/A\",IF(ISNUMBER(X7),U7,IF(ISNUMBER(X8),U8,IF(ISNUMBER(X9),U9,IF(ISNUMBER(X10),U10,IF(ISNUMBER(X11),U11,IF(ISNUMBER(X12),U12)))))))","v":1},{"$f":"LOOKUP(MAX(X$7:X$46),X$7:X$46,$U$7:$U$46)","v":12},{"$f":"IF(D13=\"no\",\"N/A\",IF(ISNUMBER(Y7),U7,IF(ISNUMBER(Y8),U8,IF(ISNUMBER(Y9),U9,IF(ISNUMBER(Y10),U10,IF(ISNUMBER(Y11),U11,IF(ISNUMBER(Y12),U12)))))))","v":1},{"$f":"LOOKUP(MAX(Y$7:Y$46),Y$7:Y$46,$U$7:$U$46)","v":23},{"$f":"IF(D13=\"no\",\"N/A\",IF(ISNUMBER(Z7),U7,IF(ISNUMBER(Z8),U8,IF(ISNUMBER(Z9),U9,IF(ISNUMBER(Z10),U10,IF(ISNUMBER(Z11),U11,IF(ISNUMBER(Z12),U12)))))))","v":1},{"$f":"LOOKUP(MAX(Z$7:Z$46),Z$7:Z$46,$U$7:$U$46)","v":36},{"$f":"IF(D13=\"no\",\"N/A\",IF(ISNUMBER(AA7),U7,IF(ISNUMBER(AA8),U8,IF(ISNUMBER(AA9),U9,IF(ISNUMBER(AA10),U10,IF(ISNUMBER(AA11),U11,IF(ISNUMBER(AA12),U12)))))))","v":1},{"$f":"LOOKUP(MAX(AA$7:AA$46),AA$7:AA$46,$U$7:$U$46)","v":40},null,null,null,null,null,19,"Fail","Fail","Fail",1193.3186661762848,982.73301920399922,696.10255526949948,null,2.7500347862498744,6682.5845305871944,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U25,'RCP-Transition Width'!$B$6:$AQ$6,))","v":8498.4},6682.5845305871944,null,6682.5845305871944]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,"Fail","Fail","Fail",1230.4911496117957,1013.3456526214787,717.78650394021417,null,2.8356997686526975,6890.7504378260555,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U26,'RCP-Transition Width'!$B$6:$AQ$6,))","v":8944.7999999999993},6890.7504378260555,null,6890.7504378260555]
[null,null,"Notes:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,21,{"$f":"IF(($AH27/(V$6*($D$8/12)))>$J$9,\"Fail\",($AH27/(V$6*($D$8/12))))","v":"Fail"},"Fail","Fail",1265.8900198724223,1042.4976634243476,738.43584492557954,null,2.9172774120516727,7088.9841112855638,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U27,'RCP-Transition Width'!$B$6:$AQ$6,))","v":9410.4},7088.9841112855638,null,7088.9841112855638]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,22,"Fail","Fail","Fail",1299.5999014815598,1070.2587423965786,758.09994253090986,null,2.9949627359245818,7277.7594482967343,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U28,'RCP-Transition Width'!$B$6:$AQ$6,))","v":9860.4},7277.7594482967343,null,7277.7594482967343]
[null,null,"This spreadsheet is a tool for use in determining the allowable depth of bury for RCP based upon the Marston / Spangler method described",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,23,"Fail","Fail","Fail",1331.7013812670882,1096.6952551611314,776.82580573913481,null,3.0689414547718905,7457.527735095694,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U29,'RCP-Transition Width'!$B$6:$AQ$6,))","v":10317.6},7457.527735095694,null,7457.527735095694]
[null,null,"in the 2000 Concrete Pipe Design Manual.  The engineer should have a thorough understanding of this methodology prior to using this",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,"Fail","Fail","Fail","Fail",1121.8704008335842,794.65820059045541,null,3.1393904220857496,7628.7187256683719,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U30,'RCP-Transition Width'!$B$6:$AQ$6,))","v":10758},7628.7187256683719,null,7628.7187256683719]
[null,null,"spreadsheet and is responsible for verifying the results.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,25,"Fail","Fail","Fail","Fail",1145.8443631059083,811.63975720001838,null,3.206478053135875,7791.7416691201761,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U31,'RCP-Transition Width'!$B$6:$AQ$6,))","v":11209.199999999999},7791.7416691201761,null,7791.7416691201761]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,26,"Fail","Fail","Fail","Fail",1168.6744541215778,827.81107166945094,null,3.2703647275830159,7946.9862880267283,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U32,'RCP-Transition Width'!$B$6:$AQ$6,))","v":11644.8},7946.9862880267283,null,7946.9862880267283]
[null,null,"For additional information and to view a copy of the Concrete Pipe Design Manual, contact the American Concrete Pipe Association.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,27,"Fail","Fail","Fail","Fail",1190.4152514859518,843.21080313588243,null,3.3312031728824985,8094.8237101044715,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U33,'RCP-Transition Width'!$B$6:$AQ$6,))","v":12096},8094.8237101044715,null,8094.8237101044715]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,28,"Fail","Fail","Fail","Fail",1211.1187287394744,857.87576619046092,null,3.3891388293944136,8235.6073554284249,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U34,'RCP-Transition Width'!$B$6:$AQ$6,))","v":12540},8235.6073554284249,null,8235.6073554284249]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,29,"Fail","Fail","Fail","Fail",1230.8343796055981,871.84101888729856,null,3.444310198073278,8369.6737813180662,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U35,'RCP-Transition Width'!$B$6:$AQ$6,))","v":13008},8369.6737813180662,null,8369.6737813180662]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,30,"Fail","Fail","Fail","Fail",1249.6093363104546,885.1399465532387,null,3.4968491715683507,8497.3434869110915,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U36,'RCP-Transition Width'!$B$6:$AQ$6,))","v":13464},8497.3434869110915,null,8497.3434869110915]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,31,{"$f":"IF(($AH37/(V$6*($D$8/12)))>$J$9,\"Fail\",($AH37/(V$6*($D$8/12))))","v":"Fail"},"Fail","Fail","Fail",1267.4884822571369,897.80434159880531,null,3.546881349526144,8618.9216793485302,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U37,'RCP-Transition Width'!$B$6:$AQ$6,))","v":13896},8618.9216793485302,null,8618.9216793485302]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,32,"Fail","Fail","Fail","Fail",1284.5145593239383,909.86447952112303,null,3.5945263388488806,8734.6990034027804,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U38,'RCP-Transition Width'!$B$6:$AQ$6,))","v":14388},8734.6990034027804,null,8734.6990034027804]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,33,"Fail","Fail","Fail","Fail",1300.7282700430715,921.34919128050899,null,3.639898039626702,8844.9522362928856,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U39,'RCP-Transition Width'!$B$6:$AQ$6,))","v":14796},8844.9522362928856,null,8844.9522362928856]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,34,"Fail","Fail","Fail","Fail",1316.1683749041215,932.28593222375275,null,3.6831049174271713,8949.9449493480261,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U40,'RCP-Transition Width'!$B$6:$AQ$6,))","v":15264},8949.9449493480261,null,8949.9449493480261]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,35,"Fail","Fail","Fail","Fail",1330.8717850148555,942.70084771885593,null,3.724250262593011,9049.9281381010169,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U41,'RCP-Transition Width'!$B$6:$AQ$6,))","v":15708},9049.9281381010169,null,9049.9281381010169]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,36,"Fail","Fail","Fail","Fail",1344.8736503409007,952.61883565813798,null,3.7634324371679524,9145.1408223181243,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U42,'RCP-Transition Width'!$B$6:$AQ$6,))","v":16140},9145.1408223181243,null,9145.1408223181243]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,37,"Fail","Fail","Fail","Fail","Fail",962.06360597912521,null,3.8007451100409884,9235.8106173996021,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U43,'RCP-Transition Width'!$B$6:$AQ$6,))","v":16632},9235.8106173996021,null,9235.8106173996021]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,38,"Fail","Fail","Fail","Fail","Fail",971.05773734551803,null,3.8362774808711824,9322.1542785169731,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U44,'RCP-Transition Width'!$B$6:$AQ$6,))","v":17052},9322.1542785169731,null,9322.1542785169731]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,39,"Fail","Fail","Fail","Fail","Fail",979.62273112373384,null,3.8701144933283311,9404.3782187878442,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U45,'RCP-Transition Width'!$B$6:$AQ$6,))","v":17532},9404.3782187878442,null,9404.3782187878442]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,40,"Fail","Fail","Fail","Fail","Fail",987.77906278406363,null,3.9023370381592635,9482.6790027270108,{"$f":"$D$10/100*INDEX('RCP-Transition Width'!$B$6:$AQ$26, MATCH($D$8,'RCP-Transition Width'!$B$6:$B$26,), MATCH(U46,'RCP-Transition Width'!$B$6:$AQ$6,))","v":17964},9482.6790027270108,null,9482.6790027270108]

{"sheet":"RCP-Class D","index":18,"n_rows":26,"n_cols":2,"rows_kept":26,"cut":false,"hidden":false,"merged":[[0,0,0,6]]}
["Back to Calculations"]
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[null,"Key:"]
[null,"OD = Outside pipe diameter"]
[null,"TW = Trench width"]
[]
["Note:"]
["Installation without bedding material is not recommended and should be done with caution"]

{"sheet":"RCP-R-1","index":19,"n_rows":25,"n_cols":2,"rows_kept":25,"cut":false,"hidden":false,"merged":[[0,0,0,6]]}
["Back to Calculations"]
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[]
[]
[null,"Key:"]
[null,"d = depth of bedding under pipe; OD/8 or 4\" min."]
[null,"OD = Outside pipe diameter"]
[null,"TW = Trench width"]

{"sheet":"RCP-R-2","index":20,"n_rows":25,"n_cols":3,"rows_kept":25,"cut":false,"hidden":false,"merged":[[0,0,0,7]]}
["Back to Calculations"]
[]
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[]
[null,null,"Key:"]
[null,null,"d = depth of bedding under pipe; OD/8 or 4\" min."]
[null,null,"OD = Outside pipe diameter"]
[null,null,"TW = Trench width"]

{"sheet":"RCP-R-3-4 0%","index":21,"n_rows":24,"n_cols":6,"rows_kept":24,"cut":false,"hidden":false,"merged":[[0,0,0,13]]}
["Back to Calculations"]
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[]
[null,null,null,null,null,"Key:"]
[null,null,null,null,null,"d = depth of bedding under pipe; OD/8 or 4\" min."]
[null,null,null,null,null,"D = Pipe diameter"]
[null,null,null,null,null,"OD = Outside pipe diameter"]

{"sheet":"RCP-R-3-4 0.4%","index":22,"n_rows":25,"n_cols":6,"rows_kept":25,"cut":false,"hidden":false,"merged":[[0,0,0,12]]}
["Back to Calculations"]
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[]
[null,null,null,null,null,"Key:"]
[null,null,null,null,null,"As = Area of reinforcing steel"]
[null,null,null,null,null,"d = depth of bedding under pipe; OD/8 or 4\" min."]
[null,null,null,null,null,"D = Pipe diameter"]
[null,null,null,null,null,"OD = Outside pipe diameter"]

{"sheet":"RCP-R-3-4 1.0%","index":23,"n_rows":25,"n_cols":6,"rows_kept":25,"cut":false,"hidden":false,"merged":[[0,0,0,13]]}
["Back to Calculations"]
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[]
[null,null,null,null,null,"Key:"]
[null,null,null,null,null,"As = Area of reinforcing steel"]
[null,null,null,null,null,"d = depth of bedding under pipe; OD/8 or 4\" min."]
[null,null,null,null,null,"D = Pipe diameter"]
[null,null,null,null,null,"OD = Outside pipe diameter"]

{"sheet":"RCP-Assumptions","index":24,"n_rows":11,"n_cols":1,"rows_kept":11,"cut":false,"hidden":false,"merged":[]}
["RCP Calculation Assumptions"]
[]
["When live load is considered, an HS-20 load applied in an unpaved condition is assumed.  If the pipe will not be subjected to live load, the minimum depth of bury does not apply.  "]
[]
["The D0.01 pipe strength is used with a factor of safety of 1.0."]
[]
["A minimum trench width of 54 inches (this is the smallest excavator bucket commonly used by some contractors)."]
[]
["Maximum allowable depth of bury was cut off at 40 feet.  This is the limit of the design information provided by ACPA.  For deeper installations, contact ACPA for additional information."]
[]
["Return to Calculations"]

{"sheet":"RCP-Transition Width","index":25,"n_rows":38,"n_cols":43,"rows_kept":38,"cut":false,"hidden":false,"merged":[]}
[]
["BACKFILL LOADS ON CIRCULAR RIGID PIPE AT TRANITION WIDTH"]
["100 pcf backfill material*"]
[]
[null,null,null,"Height of Backfill H above top of pipe, feet"]
[null,null,null,1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34,35,36,37,38,39,40]
["Do","Pipe dia., in"]
[{"$f":"((B8/12+1)*2+B8)/12","v":0.94444444444444431},8,null,null,null,null,null,603,724,847,969,1088,1213,1332,1458,1575,1698,1818,1942,2065,2182,2308,2429,2429,2553,2673,2910,2788,2910,3041,3398,3514,3646,3776,3880,4004,4124,4241,4384,4495,4603,4740,4877]
[1.1388888888888891,10,null,null,null,null,null,743,893,1043,1193,1344,1495,1645,1795,1946,2094,2241,2395,2547,2698,2842,2994,3150,3301,3445,3595,3739,3892,4041,4201,4340,4493,4642,4786,4950,5085,5243,4397,5549,5697,5842,5983]
[1.3333333333333333,12,null,{"$f":"ROUND((EXP((2*$D$37*D$6/((($B10/12+1)*2+$B10)/12)))-1)/(2*$D$37)*(100)*((($B10/12+1)*2+$B10)/12)^2,0)","v":154},359,575,775,985,1185,1385,1585,1786,1982,2182,2385,2581,2785,2986,3186,3385,3588,3780,3979,4177,4377,4581,4777,4979,5174,5377,5575,5784,5969,6188,6381,6569,6774,6976,7173,7365,7583,7765,7976]
[1.625,15,null,183,414,{"$f":"ROUND((EXP((2*$D$37*F$6/((($B11/12+1)*2+$B11)/12)))-1)/(2*$D$37)*(100)*((($B11/12+1)*2+$B11)/12)^2,0)","v":707},945,1203,1448,1692,1938,2183,2429,2672,2920,3162,3408,3647,3900,4142,4382,4624,4870,5123,5368,5603,5851,6091,6350,6588,6833,7070,7319,7561,7818,8046,8290,8556,8789,9045,9265,9510,9785]
[1.9166666666666667,18,null,212,470,786,1300,1411,1700,1989,2277,2566,2855,3145,3431,3718,4012,4298,4584,4877,5168,5444,5737,6035,6324,6600,6887,7189,7455,7768,8044,8344,8636,8901,9198,9488,9771,10070,10340,10630,10940,11220,11520]
[2.2083333333333335,21,null,241,527,867,{"$f":"ROUND((EXP((2*$D$37*G$6/((($B13/12+1)*2+$B13)/12)))-1)/(2*$D$37)*(100)*((($B13/12+1)*2+$B13)/12)^2,0)","v":1271},1617,1951,2284,2617,2950,3282,3612,3947,4280,4610,4942,5273,5606,5934,6247,6598,6942,7273,7591,7916,8255,8582,8928,9266,9593,9910,10260,10590,10920,11250,11580,11910,12230,12580,12920,13250]
[2.5,24,null,270,584,950,1376,1819,2166,2576,2954,3331,3705,4081,4456,4836,5209,5580,5955,6330,6708,7082,7454,7842,8217,8598,8965,9341,9704,10080,10450,10840,11220,11580,11990,12330,12720,13090,13450,13860,14210,14610,14970]
[2.7916666666666665,27,null,299,642,1034,1484,1988,2444,2868,3288,3708,4129,4550,4968,5385,5809,6229,6641,7069,7489,7900,8319,8737,9155,9577,10010,10420,10850,11260,11660,12080,12520,12910,13330,13780,14180,14620,15040,15460,15870,16270,16720]
[3.0833333333333335,30,null,328,699,1119,1594,2119,2686,3155,3620,4085,4551,5015,5478,5938,6401,6862,7330,7791,8250,8711,9179,9643,10110,10570,11020,11500,11960,12400,12860,13340,13810,14270,14710,15180,15640,16140,16570,17050,17520,17980,18430]
[3.375,33,null,357,757,1204,1705,2258,2880,3450,3963,4474,4983,5492,6003,6512,7019,7526,8034,8542,9045,9559,10060,10580,11070,11580,12090,12610,13110,13630,14120,14630,15130,15650,16150,16640,17170,17680,18180,18670,19200,19730,20240]
[3.6666666666666665,36,null,386,815,1290,1817,2394,3038,3730,4289,4846,5401,5952,6508,7060,7609,8160,8717,9261,9817,10370,10930,10930,12030,12580,13120,13670,14240,14790,15350,15890,16450,16990,17520,18080,18620,19190,19750,20300,20840,21370,21940]
[4.25,42,null,445,931,1462,2044,2671,3361,4114,4932,5582,6227,6869,7510,8150,8789,9434,10070,10710,11350,11980,12630,13270,13900,14550,15190,15830,16470,17090,17740,18380,19000,19670,20280,20920,21540,22190,22830,23500,24110,24760,25400]
[4.833333333333333,48,null,503,1047,1635,2272,2950,3691,4490,5354,6287,7041,7776,8508,9235,9966,10690,11420,12150,12870,13600,14330,15060,15770,16510,17230,17960,18680,19400,20120,20850,21590,22320,23020,23740,24490,25220,25930,26680,27410,28130,28820]
[5.416666666666667,54,null,561,1163,1809,2501,3238,4030,4880,5790,6765,7809,8683,9507,10330,11150,11970,12780,13600,14420,15230,16050,16860,17680,18490,19310,20120,20930,21750,22580,23380,24190,25010,25840,26650,27440,28250,29090,29910,30720,31500,32330]
[6,60,null,619,1279,1982,2731,3522,4368,5268,6226,7246,8331,9486,10480,11390,12300,13210,14120,15020,15930,16830,17740,18640,19540,20440,21340,22240,23150,24060,24960,25860,26760,27680,28560,29460,30380,31270,32140,33090,33970,34880,35770]
[6.583333333333333,66,null,678,1396,2156,2962,3807,4707,5660,6668,7735,8865,10060,11330,12440,13440,14450,15440,16440,17430,18420,19410,20410,21390,22380,23370,24360,25360,26350,27330,28340,29310,30320,31300,32280,33290,34270,35270,36240,37250,38230,39190]
[7.166666666666667,72,null,736,1512,2330,3193,4097,5053,6060,7121,8239,9417,10660,11960,13340,14590,15690,16780,17860,18950,20030,21110,22200,23270,24360,25420,26520,27590,28670,29760,30840,31910,30320,31300,32280,33290,34270,35270,36240,37250,38230,39190]
[7.75,78,null,794,1629,2505,3425,4384,5395,6457,7570,8739,9966,11520,12600,14020,15510,16890,18080,19250,20430,21600,22780,23940,25110,26280,27450,28610,29780,30940,32120,33280,34460,35600,36770,37950,39100,40290,41460,42600,43760,44940,46100]
[8.3333333333333339,84,null,853,1745,2679,3657,4671,5738,6854,8021,9242,10520,11860,13250,14710,16240,17840,19360,20630,21900,23160,24420,25680,26940,28200,29460,30720,31970,33230,34470,35740,36970,38250,39490,40720,42000,43240,44500,45770,47010,48270,49500]
[null,"*For backfill weighing 110 pcf, increase loads 10%, 120pcf, 20%; etc"]
[]
[]
["From 2000 ACPA Concrete Pipe Design Manual"]
[]
[]
["Loads for depths 1'-5' are based upon Figure B-12 and equation B4"]
["in the 2000 ACPA Concrete Pipe Design Manual"]
["(Values left of the H=He line are calculated with Equation B4 - values to right of line were read from the table)"]
[]
[null,"Ku=",null,0.19]
[null,"unit wt.=",null,100]

{"sheet":"RCP-Live Load","index":26,"n_rows":23,"n_cols":18,"rows_kept":23,"cut":false,"hidden":false,"merged":[[4,3,4,12]]}
["Highway Loads on Circular Pipe"]
["(From 2000 ACPA Concrete Pipe Design Manual - Table 42)"]
[]
[]
["Pipe Diameter","Do",null,"Height of Fill Above Top of Pipe in Feet",null,null,null,null,null,null,null,null,null,null,null,null,null,"All"]
[null,null,null,0.5,1,1.5,2,2.5,3,3.5,4,5,6,7,8,9]
[12,{"$f":"((A7/12+1)*2+A7)/12","v":1.3333333333333333},null,3780,2080,1470,1080,760,550,450,380,290,230,190,160,130]
[15,1.625,null,4240,2360,1740,1280,900,660,540,450,350,280,230,190,160]
[18,1.9166666666666667,null,4110,2610,1970,1460,1030,750,620,520,400,320,260,220,190]
[21,2.2083333333333335,null,3920,2820,2190,1620,1150,840,690,580,450,360,300,250,210]
[24,2.5,null,4100,3010,2400,1780,1270,930,760,640,500,400,330,280,240]
[27,2.7916666666666665,null,3880,2940,2590,1930,1380,1010,830,700,560,440,360,300,260]
[30,3.0833333333333335,null,3620,2830,2770,2070,1480,1080,890,750,590,480,390,330,280]
[33,3.375,null,3390,2930,2950,2200,1580,1160,960,810,630,510,420,360,300]
[36,3.6666666666666665,null,3190,2810,2930,2330,1670,1230,1020,860,670,550,450,380,330]
[42,4.25,null,2860,2550,2770,2560,1840,1360,1130,950,750,610,510,430,370]
[48,4.833333333333333,null,2590,2330,2620,2480,1990,1470,1230,1040,820,670,560,470,410]
[54,5.416666666666667,null,2360,2150,2490,2360,2050,1580,1320,1120,890,730,610,520,440]
[60,6,null,2170,1990,2450,2250,1960,1680,1400,1190,950,780,650,560,480]
[66,6.583333333333333,null,2010,1850,2520,2160,1880,1640,1480,1260,1010,830,700,590,510]
[72,7.166666666666667,null,1870,1730,2580,2190,1810,1570,1510,1330,1060,880,740,630,540]
[78,7.75,null,1750,1630,2630,2240,1770,1520,1460,1390,1110,920,780,660,570]
[84,8.3333333333333339,null,1650,1540,2730,2290,1810,1460,1410,1360,1160,960,810,690,600]

{"sheet":"RCAP Depth of Bury","index":27,"n_rows":46,"n_cols":43,"rows_kept":46,"cut":false,"hidden":false,"merged":[[5,3,5,4],[23,2,24,2],[8,3,8,4],[9,3,9,4],[10,3,10,4],[11,3,11,4],[12,3,12,4],[13,3,13,4],[22,3,22,4]]}
[]
[]
[null,null,"Reinforced Concrete Arch Pipe",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Wall","Outside","Outside"]
[null,null,"Min / Max depth of bury with both Dead and Live Loads factored in",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Equivalent Diameter","Span","Rise","Thickness","Span","Rise",null,"Class III - SUDAS default",1350,"  (Iowa DOT: 2000D)",null,null,"Yes",null,"0.110 - Wet Clay",0.11]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Type D","Type C","Type B","Type A","Type A","Type A",null,null,null,null,null,null,null,null,15,18,11,2.25,{"$f":"(AC5+2*AE5)/12","v":1.875},{"$f":"(AD5+2*AE5)/12","v":1.2916666666666667},null,"Class IV",2000,"  (Iowa DOT: 3000D)",null,null,"No",null,"0.130 - Dry Clay",0.13]
[null,null,null,"User Inputs",null,null,null,null,null,null,null,null,"H / Load Factor",1.1000000000000001,1.5,1.9,2.8,3.4,4.8,null,"Cd","Calculated Trench Load","Load at transition width","Controlling Earth Load","Live Load","Total Load",null,18,22,13,2.5,2.25,1.5,null,null,null,null,null,null,null,null,"0.150- Saturated Topsoil",0.15]
[null,null,null,null,null,null,null,null,null,null,null,null,1,{"$f":"IF(($Z7/(N$6*($G$9/12)))>$I$10,\"Fail\",($Z7/(N$6*($G$9/12))))","v":"Fail"},"Fail","Fail",1229.0476190476193,1012.1568627450981,716.94444444444457,null,{"$f":"((1-EXP(-2*$F$12*($M7/$D$13)))/(2*$F$12))","v":0.21687757509234715},{"$f":"((1-EXP(-2*$F$12*($M7/$D$13)))/(2*$F$12))*$D$11*$D$13^2","v":527.01250747440349},{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M7,'RCAP-Transition Width'!$C$6:$AS$6))","v":252},{"$f":"MIN(V7,W7)","v":252},{"$f":"IF(D14=\"yes\",VLOOKUP($D$9,'RCAP-Live Load'!$A$7:$T$18,8),0)","v":4910},{"$f":"Y7+X7","v":5162},null,21,26,15,2.75,2.625,1.7083333333333333,null,null,null,null,null,null,null,null,"0.165 - Sand and Gravel",0.16500000000000001]
[null,null,null,null,null,"Rise","Span",null,null,null,null,null,2,"Fail",1174.2222222222222,927.01754385964921,629.04761904761915,518.03921568627459,366.94444444444446,null,0.42340725601754797,1028.8796321226416,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M8,'RCAP-Transition Width'!$C$6:$AS$6))","v":552},552,{"$f":"IF(D14=\"yes\",VLOOKUP($D$9,'RCAP-Live Load'!$A$7:$T$18,10),0)","v":2090},2642,null,24,29,18,3,2.9166666666666665,2]
[null,null,"Equiv. Pipe Dia., in.",15,null,{"$f":"LOOKUP($D9,$AB5:$AB16,AD5:AD16)","v":11},{"$f":"LOOKUP($D9,$AB5:$AB16,AC5:AC16)","v":18},null,{"$f":"LOOKUP($D9,$AB5:$AB16,AG5:AG16)","v":1.2916666666666667},{"$f":"LOOKUP($D9,$AB5:$AB16,AF5:AF16)","v":1.875},null,null,3,1214.5454545454545,890.66666666666663,703.1578947368422,477.14285714285722,392.94117647058829,278.33333333333337,null,0.62008277253834498,1506.8011372681783,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M9,'RCAP-Transition Width'!$C$6:$AS$6))","v":924},924,{"$f":"IF(D14=\"yes\",VLOOKUP($D$9,'RCAP-Live Load'!$A$7:$T$18,12),0)","v":1080},2004,null,30,36,22,3.5,3.5833333333333335,2.4166666666666665]
[null,null,"Pipe Class, lb/lf/ft","Class III (SUDAS Default)",null,{"$f":"LOOKUP(D10,AI4:AI5,AK4:AK5)","v":"  (Iowa DOT: 2000D)"},null,"D0.01 =",{"$f":"LOOKUP(D10,AI4:AI5,AJ4:AJ5)","v":1350},null,null,null,4,1296.9696969696968,951.11111111111109,750.87719298245622,509.52380952380963,419.60784313725492,297.22222222222223,null,0.80737429705646735,1961.9195418472157,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M10,'RCAP-Transition Width'!$C$6:$AS$6))","v":1500},1500,{"$f":"IF(D14=\"yes\",VLOOKUP($D$9,'RCAP-Live Load'!$A$7:$T$18,14),0)","v":640},2140,null,36,44,27,4,4.333333333333333,2.9166666666666665]
[null,null,"Unit Weight of Soil, pcf",120,null,null,null,null,null,null,null,null,5,1324.8484848484848,971.55555555555554,767.01754385964921,520.4761904761906,428.62745098039221,303.61111111111114,null,0.98572956860656569,2395.3228517139546,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M11,'RCAP-Transition Width'!$C$6:$AS$6))","v":1656},1656,{"$f":"IF(D14=\"yes\",VLOOKUP($D$9,'RCAP-Live Load'!$A$7:$T$18,15),0)","v":530},2186,null,42,51,31,4.5,5,3.3333333333333335]
[null,null,"ku'","0.110 - Wet Clay",null,{"$f":"LOOKUP(D12,AP4:AP7,AQ4:AQ7)","v":0.11},null,null,null,null,null,null,6,"Fail",1067.5555555555557,842.80701754385973,571.90476190476204,470.98039215686276,333.61111111111114,null,1.1555749632209444,2808.0471606268952,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M12,'RCAP-Transition Width'!$C$6:$AS$6))","v":1992},1992,{"$f":"IF(D14=\"yes\",VLOOKUP($D$9,'RCAP-Live Load'!$A$7:$T$18,16),0)","v":410},2402,null,48,58,36,5,5.666666666666667,3.8333333333333335]
[null,null,"Trench Width",{"$f":"IF(ISNUMBER(G13),G13,MAX(1.25*J9+1,4.5))","v":4.5},null,null,null,"User defined trench width",null,null,null,null,7,"Fail",1186.6666666666667,936.84210526315803,635.71428571428578,523.52941176470597,370.83333333333337,null,1.3173165132239186,3201.0791271341222,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M13,'RCAP-Transition Width'!$C$6:$AS$6))","v":2340},2340,{"$f":"IF(D14=\"yes\",VLOOKUP($D$9,'RCAP-Live Load'!$A$7:$T$18,17),0)","v":330},2670,null,54,65,40,5.5,6.333333333333333,4.25]
[null,null,"Consider Live Load?","Yes",null,null,null,"(leave blank if using SUDAS default)",null,null,null,null,8,"Fail",1309.3333333333333,1033.6842105263158,701.42857142857156,577.64705882352951,409.16666666666669,null,1.4713408778925015,3575.3583332787784,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M14,'RCAP-Transition Width'!$C$6:$AS$6))","v":2676},2676,{"$f":"IF(D14=\"yes\",VLOOKUP($D$9,'RCAP-Live Load'!$A$7:$T$18,18),0)","v":270},2946,null,60,73,45,6,7.083333333333333,4.75]
[null,null,null,null,null,null,null,null,null,null,null,null,9,"Fail","Fail",1134.0350877192984,769.52380952380963,633.72549019607845,448.88888888888891,null,1.6180162678039027,3931.7795307634838,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M15,'RCAP-Transition Width'!$C$6:$AS$6))","v":3012},3012,{"$f":"IF(D14=\"yes\",VLOOKUP($D$9,'RCAP-Live Load'!$A$7:$T$18,19),0)","v":220},3232,null,72,88,54,7,8.5,5.666666666666667]
[null,null,null,null,null,null,null,null,null,null,null,null,10,"Fail","Fail",1174.7368421052633,797.14285714285722,656.47058823529414,465.00000000000006,null,1.7576933250795683,4271.194779943351,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M16,'RCAP-Transition Width'!$C$6:$AS$6))","v":3348},3348,null,3348,null,84,102,62,8,9.8333333333333339,6.5]
[null,null,null,null,null,null,null,null,null,null,null,null,11,{"$f":"IF(($Z17/(N$6*($G$9/12)))>$I$10,\"Fail\",($Z17/(N$6*($G$9/12))))","v":"Fail"},"Fail",1296.8421052631581,880.00000000000011,724.70588235294122,513.33333333333337,null,1.8907059616300776,4594.4154867610887,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M17,'RCAP-Transition Width'!$C$6:$AS$6))","v":3696},3696,null,3696]
[null,null,"Results:",null,null,null,null,null,null,null,null,null,12,"Fail","Fail","Fail",960.00000000000011,790.58823529411768,560,null,2.01737215740481,4902.2143424936885,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M18,'RCAP-Transition Width'!$C$6:$AS$6))","v":4032},4032,null,4032]
[null,null,null,null,null,null,null,null,null,null,null,null,13,"Fail","Fail","Fail",1040.0000000000002,856.47058823529414,606.66666666666674,null,2.137994720554667,5195.3271709478413,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M19,'RCAP-Transition Width'!$C$6:$AS$6))","v":4368},4368,null,4368]
[null,null,null,"Bedding Type:",null,null,null,null,null,null,null,null,14,"Fail","Fail","Fail",1122.8571428571431,924.70588235294122,655.00000000000011,null,2.2528620113251043,5474.4546875200031,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M20,'RCAP-Transition Width'!$C$6:$AS$6))","v":4716},4716,null,4716]
[null,null,null,"SUDAS R-5",null,null,null,null,null,null,null,null,15,"Fail","Fail","Fail",1202.8571428571431,990.58823529411768,701.66666666666674,null,2.3622486314100031,5740.2641743263075,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M21,'RCAP-Transition Width'!$C$6:$AS$6))","v":5052},5052,null,5052]
[null,null,null,"Bedding Factor = 1.9",null,null,null,null,null,null,null,null,16,"Fail","Fail","Fail",1282.8571428571431,1056.4705882352941,748.33333333333337,null,2.466416080414358,5993.3910754068902,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M22,'RCAP-Transition Width'!$C$6:$AS$6))","v":5388},5388,null,5388]
[null,null,null,"Click for Cross Section",null,null,null,null,null,null,null,null,17,"Fail","Fail","Fail","Fail",1122.3529411764707,795.00000000000011,null,2.5656133809951172,6234.4405158181344,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M23,'RCAP-Transition Width'!$C$6:$AS$6))","v":5724},5724,null,5724]
[null,null,"Allowable Depth","Min.","Max",null,null,null,null,null,null,null,18,"Fail","Fail","Fail","Fail",1190.5882352941178,843.33333333333337,null,2.6600776741746301,6463.988748244351,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M24,'RCAP-Transition Width'!$C$6:$AS$6))","v":6072},6072,null,6072]
[null,null,null,{"$f":"IF(ISNUMBER(O7),M7,IF(ISNUMBER(O8),M8,IF(ISNUMBER(O9),M9,IF(ISNUMBER(O10),M10,IF(ISNUMBER(O11),M11,IF(ISNUMBER(O12),M12))))))","v":2},{"$f":"LOOKUP(MAX(P$7:P$46),P$7:P$46,$M$7:$M$46)","v":11},null,null,null,null,null,null,null,19,"Fail","Fail","Fail","Fail",1254.1176470588236,888.33333333333337,null,2.7500347862498744,6682.5845305871944,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M25,'RCAP-Transition Width'!$C$6:$AS$6))","v":6396},6396,null,6396]
[null,null,null,null,null,null,null,null,null,null,null,null,20,"Fail","Fail","Fail","Fail",1320,935.00000000000011,null,2.8356997686526975,6890.7504378260555,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M26,'RCAP-Transition Width'!$C$6:$AS$6))","v":6732},6732,null,6732]
[null,null,"Notes:",null,null,null,null,null,null,null,null,null,21,{"$f":"IF(($Z27/(N$6*($G$9/12)))>$I$10,\"Fail\",($Z27/(N$6*($G$9/12))))","v":"Fail"},"Fail","Fail","Fail","Fail",983.33333333333348,null,2.9172774120516727,7088.9841112855638,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M27,'RCAP-Transition Width'!$C$6:$AS$6))","v":7080},7080,null,7080]
[null,null,null,null,null,null,null,null,null,null,null,null,22,"Fail","Fail","Fail","Fail","Fail",1010.7999233745466,null,2.9949627359245818,7277.7594482967343,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M28,'RCAP-Transition Width'!$C$6:$AS$6))","v":7428},7277.7594482967343,null,7277.7594482967343]
[null,null,"This spreadsheet is a tool for use in determining the allowable depth of bury for RCP based upon the Marston / Spangler method",null,null,null,null,null,null,null,null,null,23,"Fail","Fail","Fail","Fail","Fail",1035.7677409855132,null,3.0689414547718905,7457.527735095694,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M29,'RCAP-Transition Width'!$C$6:$AS$6))","v":7752},7457.527735095694,null,7457.527735095694]
[null,null,"described in the 2000 Concrete Pipe Design Manual.  The engineer should have a thorough understanding of this methodology",null,null,null,null,null,null,null,null,null,24,"Fail","Fail","Fail","Fail","Fail",1059.5442674539406,null,3.1393904220857496,7628.7187256683719,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M30,'RCAP-Transition Width'!$C$6:$AS$6))","v":8088},7628.7187256683719,null,7628.7187256683719]
[null,null,"prior to using this spreadsheet and is responsible for verifying the results.",null,null,null,null,null,null,null,null,null,25,"Fail","Fail","Fail","Fail","Fail",1082.186342933358,null,3.206478053135875,7791.7416691201761,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M31,'RCAP-Transition Width'!$C$6:$AS$6))","v":8436},7791.7416691201761,null,7791.7416691201761]
[null,null,null,null,null,null,null,null,null,null,null,null,26,"Fail","Fail","Fail","Fail","Fail",1103.748095559268,null,3.2703647275830159,7946.9862880267283,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M32,'RCAP-Transition Width'!$C$6:$AS$6))","v":8760},7946.9862880267283,null,7946.9862880267283]
[null,null,"For additional information and to view a copy of the Concrete Pipe Design Manual, contact the American Concrete Pipe Association.",null,null,null,null,null,null,null,null,null,27,"Fail","Fail","Fail","Fail","Fail",1124.2810708478435,null,3.3312031728824985,8094.8237101044715,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M33,'RCAP-Transition Width'!$C$6:$AS$6))","v":9120},8094.8237101044715,null,8094.8237101044715]
[null,null,null,null,null,null,null,null,null,null,null,null,28,"Fail","Fail","Fail","Fail","Fail",1143.8343549206147,null,3.3891388293944136,8235.6073554284249,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M34,'RCAP-Transition Width'!$C$6:$AS$6))","v":9444},8235.6073554284249,null,8235.6073554284249]
[null,null,null,null,null,null,null,null,null,null,null,null,29,"Fail","Fail","Fail","Fail","Fail",1162.4546918497315,null,3.444310198073278,8369.6737813180662,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M35,'RCAP-Transition Width'!$C$6:$AS$6))","v":9792},8369.6737813180662,null,8369.6737813180662]
[null,null,null,null,null,null,null,null,null,null,null,null,30,"Fail","Fail","Fail","Fail","Fail",1180.1865954043185,null,3.4968491715683507,8497.3434869110915,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M36,'RCAP-Transition Width'!$C$6:$AS$6))","v":10140},8497.3434869110915,null,8497.3434869110915]
[null,null,null,null,null,null,null,null,null,null,null,null,31,{"$f":"IF(($Z37/(N$6*($G$9/12)))>$I$10,\"Fail\",($Z37/(N$6*($G$9/12))))","v":"Fail"},"Fail","Fail","Fail","Fail",1197.0724554650737,null,3.546881349526144,8618.9216793485302,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M37,'RCAP-Transition Width'!$C$6:$AS$6))","v":10452},8618.9216793485302,null,8618.9216793485302]
[null,null,null,null,null,null,null,null,null,null,null,null,32,"Fail","Fail","Fail","Fail","Fail",1213.1526393614974,null,3.5945263388488806,8734.6990034027804,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M38,'RCAP-Transition Width'!$C$6:$AS$6))","v":10800},8734.6990034027804,null,8734.6990034027804]
[null,null,null,null,null,null,null,null,null,null,null,null,33,"Fail","Fail","Fail","Fail","Fail",1228.465588374012,null,3.639898039626702,8844.9522362928856,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M39,'RCAP-Transition Width'!$C$6:$AS$6))","v":11136},8844.9522362928856,null,8844.9522362928856]
[null,null,null,null,null,null,null,null,null,null,null,null,34,"Fail","Fail","Fail","Fail","Fail",1243.0479096316703,null,3.6831049174271713,8949.9449493480261,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M40,'RCAP-Transition Width'!$C$6:$AS$6))","v":11472},8949.9449493480261,null,8949.9449493480261]
[null,null,null,null,null,null,null,null,null,null,null,null,35,"Fail","Fail","Fail","Fail","Fail",1256.9344636251415,null,3.724250262593011,9049.9281381010169,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M41,'RCAP-Transition Width'!$C$6:$AS$6))","v":11820},9049.9281381010169,null,9049.9281381010169]
[null,null,null,null,null,null,null,null,null,null,null,null,36,"Fail","Fail","Fail","Fail","Fail",1270.1584475441841,null,3.7634324371679524,9145.1408223181243,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M42,'RCAP-Transition Width'!$C$6:$AS$6))","v":12144},9145.1408223181243,null,9145.1408223181243]
[null,null,null,null,null,null,null,null,null,null,null,null,37,"Fail","Fail","Fail","Fail","Fail",1282.7514746388338,null,3.8007451100409884,9235.8106173996021,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M43,'RCAP-Transition Width'!$C$6:$AS$6))","v":12480},9235.8106173996021,null,9235.8106173996021]
[null,null,null,null,null,null,null,null,null,null,null,null,38,"Fail","Fail","Fail","Fail","Fail",1294.7436497940241,null,3.8362774808711824,9322.1542785169731,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M44,'RCAP-Transition Width'!$C$6:$AS$6))","v":12840},9322.1542785169731,null,9322.1542785169731]
[null,null,null,null,null,null,null,null,null,null,null,null,39,"Fail","Fail","Fail","Fail","Fail",1306.1636414983118,null,3.8701144933283311,9404.3782187878442,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M45,'RCAP-Transition Width'!$C$6:$AS$6))","v":13176},9404.3782187878442,null,9404.3782187878442]
[null,null,null,null,null,null,null,null,null,null,null,null,40,"Fail","Fail","Fail","Fail","Fail",1317.0387503787517,null,3.9023370381592635,9482.6790027270108,{"$f":"$D$11/100*INDEX('RCAP-Transition Width'!$C$6:$AS$19, MATCH($D$9,'RCAP-Transition Width'!$C$6:$C$19,), MATCH(M46,'RCAP-Transition Width'!$C$6:$AS$6))","v":13524},9482.6790027270108,null,9482.6790027270108]

{"sheet":"RCAP-Transition Width","index":28,"n_rows":58,"n_cols":45,"rows_kept":58,"cut":false,"hidden":false,"merged":[]}
[]
["BACKFILL LOADS ON CIRCULAR RIGID PIPE AT TRANITION WIDTH"]
["100 pcf backfill material*"]
[]
[null,null,null,null,null,"Height of Backfill H above top of pipe, feet"]
[null,null,null,null,null,1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34,35,36,37,38,39,40]
["Rise","Span","Equiv. Pipe dia., in","Wall thickness","Outside span"]
[11,18,15,2.25,{"$f":"(B8+2*D8)/12","v":1.875},{"$f":"ROUND(FORECAST($E8,F$39:F$40,$E$39:$E$40),-1)","v":210},{"$f":"ROUND(FORECAST($E$8,G$39:G$40,$E$39:$E$40),-1)","v":460},770,1250,1380,1660,1950,2230,2510,2790,3080,3360,3640,3930,4210,4490,4770,5060,5330,5610,5900,6190,6460,6740,7030,7300,7600,7870,8160,8450,8710,9000,9280,9560,9850,10120,10400,10700,10980,11270]
[13,22,18,2.5,2.25,{"$f":"ROUND(FORECAST($E9,F$41:F$42,$E$41:$E$42),-1)","v":250},540,880,1290,1650,1980,2330,2670,3000,3340,3680,4020,4360,4700,5030,5370,5710,6040,6370,6720,7070,7410,7730,8070,8410,8740,9090,9440,9770,10100,10450,10790,11120,11460,11800,12130,12460,12810,13160,13500]
[15,26,21,2.75,2.625,{"$f":"ROUND(FORECAST($E10,F$42:F$43,$E$42:$E$43),-1)","v":280},610,990,1420,1890,2290,2700,3100,3490,3890,4280,4680,5070,5470,5860,6250,6650,7040,7430,7820,8230,8620,9020,9410,9800,10200,10590,10970,11370,11780,12150,12560,12950,13350,13750,14130,14550,14920,15320,15720]
[18,29,24,3,2.9166666666666665,{"$f":"ROUND(FORECAST($E11,F$43:F$44,$E$43:$E$44),-1)","v":310},670,1070,1530,2040,2550,2990,3430,3870,4310,4750,5190,5620,6060,6500,6940,7380,7820,8250,8690,9130,9560,10000,10440,10880,11330,11750,12170,12620,13070,13490,13920,14380,14810,15270,15700,16140,16580,17000,17450]
[22,36,30,3.5,3.5833333333333335,{"$f":"ROUND(FORECAST($E12,F$45:F$46,$E$45:$E$46),-1)","v":380},800,1270,1790,2360,2990,3650,4200,4740,5280,5820,6360,6900,7440,7980,8520,9060,9600,10140,10680,10830,11760,12290,12830,13370,13920,14460,15000,15530,16070,16610,17130,17670,18210,18760,19300,19830,20370,20900,21450]
[27,44,36,4,4.333333333333333,{"$f":"ROUND(FORECAST($E13,F$47:F$48,$E$47:$E$48),-1)","v":450},950,1490,2080,2710,3410,4170,4990,5680,6340,7000,7650,8310,8960,9610,10260,10920,11570,12210,12870,13530,14170,14830,15480,16130,16790,17420,18080,18730,19370,20050,20670,21320,21960,22620,23270,23950,24580,25240,25890]
[31,51,42,4.5,5,{"$f":"ROUND(FORECAST($E14,F$48:F$49,$E$48:$E$49),-1)","v":520},1080,1680,2340,3030,3790,4600,5480,6420,7260,8040,8790,9550,10300,11060,11810,12560,13310,14070,14820,15570,16320,17080,17820,18580,19320,20070,20820,21570,22330,23090,23830,24570,25330,26090,26830,27600,28360,29090,29820]
[36,58,48,5,5.666666666666667,{"$f":"ROUND(FORECAST($E15,F$49:F$50,$E$49:$E$50),-1)","v":590},1210,1880,2600,3360,4170,5050,5980,6970,8030,9030,9920,10780,11640,12500,13350,14210,15070,15920,16770,17620,18480,19330,20180,21030,21880,22740,23600,24440,25290,26150,27010,27850,28700,29540,30400,31270,32110,32950,33800]
[40,65,54,5.5,6.333333333333333,{"$f":"ROUND(FORECAST($E16,F$50:F$51,$E$50:$E$51),-1)","v":650},1350,2080,2860,3680,4560,5490,6480,7530,8640,9810,10970,11990,12950,13920,14870,15830,16790,17740,18690,19650,20600,21550,22500,23450,24410,25370,26310,27280,28220,29190,30130,31070,32040,32980,33930,34890,35840,36790,37720]
[45,73,60,6,7.083333333333333,{"$f":"ROUND(FORECAST($E17,F$51:F$52,$E$51:$E$52),-1)","v":730},1500,2310,3160,4060,5000,6000,7060,8170,9340,10570,11870,13210,14430,15510,16590,17660,18730,19800,20870,21940,23000,24080,25130,26210,27270,28340,29410,30480,31540,30320,31300,32280,33290,34270,35270,36240,37250,38230,39190]
[54,88,72,7,8.5,{"$f":"ROUND(FORECAST($E18,F$54:F$55,$E$54:$E$55),-1)","v":870},1780,2730,3720,4750,5840,6970,8150,9390,10680,12030,13440,14920,16460,18070,19640,21020,22320,23610,24900,26180,27470,28760,30040,31330,32600,33880,35150,36450,37710,39000,40270,41530,42840,44110,45390,46680,47950,49240,50490]
[62,102,84,8,9.8333333333333339,{"$f":"ROUND(FORECAST($E19,F$56:F$57,$E$56:$E$57),-1)","v":1000},2040,3130,4250,5420,6630,7890,9200,10560,11970,13430,14960,16540,18180,19890,21670,23510,25390,27130,28640,30140,31630,33130,34610,36090,37570,39060,40540,42030,43510,45000,46480,47960,49430,50910,52390,53870,55350,56820,58310]
[null,"*For backfill weighing 110 pcf, increase loads 10%, 120pcf, 20%; etc"]
[]
[]
["The preceding table is interpolated from the Transition width table for circular pipe using the outside span of the Arch instead of the outside diameter of the pipe."]
[]
[null,"Ku=",null,null,null,0.19]
[null,"unit wt.=",null,null,null,100]
[]
[]
[]
["BACKFILL LOADS ON CIRCULAR RIGID PIPE AT TRANITION WIDTH"]
["100 pcf backfill material*"]
[]
[null,null,null,null,null,"Height of Backfill H above top of pipe, feet"]
[null,null,null,null,null,1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34,35,36,37,38,39,40]
[null,"Pipe dia., in",null,null,"Do"]
[null,8,null,null,{"$f":"((B36/12+1)*2+B36)/12","v":0.94444444444444431},null,null,null,null,603,724,847,969,1088,1213,1332,1458,1575,1698,1818,1942,2065,2182,2308,2429,2429,2553,2673,2910,2788,2910,3041,3398,3514,3646,3776,3880,4004,4124,4241,4384,4495,4603,4740,4877]
[null,10,null,null,1.1388888888888891,null,null,null,null,743,893,1043,1193,1344,1495,1645,1795,1946,2094,2241,2395,2547,2698,2842,2994,3150,3301,3445,3595,3739,3892,4041,4201,4340,4493,4642,4786,4950,5085,5243,4397,5549,5697,5842,5983]
[null,12,null,null,1.3333333333333333,{"$f":"ROUND((EXP((2*$F$25*F$6/((($B38/12+1)*2+$B38)/12)))-1)/(2*$F$25)*(100)*((($B38/12+1)*2+$B38)/12)^2,0)","v":154},359,575,775,985,1185,1385,1585,1786,1982,2182,2385,2581,2785,2986,3186,3385,3588,3780,3979,4177,4377,4581,4777,4979,5174,5377,5575,5784,5969,6188,6381,6569,6774,6976,7173,7365,7583,7765,7976]
[null,15,null,null,1.625,183,414,{"$f":"ROUND((EXP((2*$F$25*H$6/((($B39/12+1)*2+$B39)/12)))-1)/(2*$F$25)*(100)*((($B39/12+1)*2+$B39)/12)^2,0)","v":707},945,1203,1448,1692,1938,2183,2429,2672,2920,3162,3408,3647,3900,4142,4382,4624,4870,5123,5368,5603,5851,6091,6350,6588,6833,7070,7319,7561,7818,8046,8290,8556,8789,9045,9265,9510,9785]
[null,18,null,null,1.9166666666666667,212,470,786,1300,1411,1700,1989,2277,2566,2855,3145,3431,3718,4012,4298,4584,4877,5168,5444,5737,6035,6324,6600,6887,7189,7455,7768,8044,8344,8636,8901,9198,9488,9771,10070,10340,10630,10940,11220,11520]
[null,21,null,null,2.2083333333333335,241,527,867,{"$f":"ROUND((EXP((2*$F$25*I$6/((($B41/12+1)*2+$B41)/12)))-1)/(2*$F$25)*(100)*((($B41/12+1)*2+$B41)/12)^2,0)","v":1271},1617,1951,2284,2617,2950,3282,3612,3947,4280,4610,4942,5273,5606,5934,6247,6598,6942,7273,7591,7916,8255,8582,8928,9266,9593,9910,10260,10590,10920,11250,11580,11910,12230,12580,12920,13250]
[null,24,null,null,2.5,270,584,950,1376,1819,2166,2576,2954,3331,3705,4081,4456,4836,5209,5580,5955,6330,6708,7082,7454,7842,8217,8598,8965,9341,9704,10080,10450,10840,11220,11580,11990,12330,12720,13090,13450,13860,14210,14610,14970]
[null,27,null,null,2.7916666666666665,299,642,1034,1484,1988,2444,2868,3288,3708,4129,4550,4968,5385,5809,6229,6641,7069,7489,7900,8319,8737,9155,9577,10010,10420,10850,11260,11660,12080,12520,12910,13330,13780,14180,14620,15040,15460,15870,16270,16720]
[null,30,null,null,3.0833333333333335,328,699,1119,1594,2119,2686,3155,3620,4085,4551,5015,5478,5938,6401,6862,7330,7791,8250,8711,9179,9643,10110,10570,11020,11500,11960,12400,12860,13340,13810,14270,14710,15180,15640,16140,16570,17050,17520,17980,18430]
[null,33,null,null,3.375,357,757,1204,1705,2258,2880,3450,3963,4474,4983,5492,6003,6512,7019,7526,8034,8542,9045,9559,10060,10580,11070,11580,12090,12610,13110,13630,14120,14630,15130,15650,16150,16640,17170,17680,18180,18670,19200,19730,20240]
[null,36,null,null,3.6666666666666665,386,815,1290,1817,2394,3038,3730,4289,4846,5401,5952,6508,7060,7609,8160,8717,9261,9817,10370,10930,10930,12030,12580,13120,13670,14240,14790,15350,15890,16450,16990,17520,18080,18620,19190,19750,20300,20840,21370,21940]
[null,42,null,null,4.25,445,931,1462,2044,2671,3361,4114,4932,5582,6227,6869,7510,8150,8789,9434,10070,10710,11350,11980,12630,13270,13900,14550,15190,15830,16470,17090,17740,18380,19000,19670,20280,20920,21540,22190,22830,23500,24110,24760,25400]
[null,48,null,null,4.833333333333333,503,1047,1635,2272,2950,3691,4490,5354,6287,7041,7776,8508,9235,9966,10690,11420,12150,12870,13600,14330,15060,15770,16510,17230,17960,18680,19400,20120,20850,21590,22320,23020,23740,24490,25220,25930,26680,27410,28130,28820]
[null,54,null,null,5.416666666666667,561,1163,1809,2501,3238,4030,4880,5790,6765,7809,8683,9507,10330,11150,11970,12780,13600,14420,15230,16050,16860,17680,18490,19310,20120,20930,21750,22580,23380,24190,25010,25840,26650,27440,28250,29090,29910,30720,31500,32330]
[null,60,null,null,6,619,1279,1982,2731,3522,4368,5268,6226,7246,8331,9486,10480,11390,12300,13210,14120,15020,15930,16830,17740,18640,19540,20440,21340,22240,23150,24060,24960,25860,26760,27680,28560,29460,30380,31270,32140,33090,33970,34880,35770]
[null,66,null,null,6.583333333333333,678,1396,2156,2962,3807,4707,5660,6668,7735,8865,10060,11330,12440,13440,14450,15440,16440,17430,18420,19410,20410,21390,22380,23370,24360,25360,26350,27330,28340,29310,30320,31300,32280,33290,34270,35270,36240,37250,38230,39190]
[null,72,null,null,7.166666666666667,736,1512,2330,3193,4097,5053,6060,7121,8239,9417,10660,11960,13340,14590,15690,16780,17860,18950,20030,21110,22200,23270,24360,25420,26520,27590,28670,29760,30840,31910,30320,31300,32280,33290,34270,35270,36240,37250,38230,39190]
[null,78,null,null,7.75,794,1629,2505,3425,4384,5395,6457,7570,8739,9966,11520,12600,14020,15510,16890,18080,19250,20430,21600,22780,23940,25110,26280,27450,28610,29780,30940,32120,33280,34460,35600,36770,37950,39100,40290,41460,42600,43760,44940,46100]
[null,84,null,null,8.3333333333333339,853,1745,2679,3657,4671,5738,6854,8021,9242,10520,11860,13250,14710,16240,17840,19360,20630,21900,23160,24420,25680,26940,28200,29460,30720,31970,33230,34470,35740,36970,38250,39490,40720,42000,43240,44500,45770,47010,48270,49500]
[null,90,null,null,8.9166666666666661,911,1862,2854,3889,4963,6087,7260,8482,9757,11090,12470,13920,15430,17000,18640,20340,22010,23380,24740,26090,27440,28790,30150,31500,32840,34180,35520,36860,38220,39560,40880,42230,43560,44940,46280,47620,48940,50310,51650,52960]
[null,96,null,null,9.5,969,1978,3028,4121,5251,6432,7659,8937,10260,11650,13080,14580,16130,17750,19430,21180,23000,24820,26270,27720,29160,30600,32040,33470,34910,36340,37790,39200,40650,42080,43520,44940,46380,47810,49210,50640,52090,53490,54920,56360]
[null,102,null,null,10.083333333333334,1028,2095,3203,4353,5539,6776,8060,9392,10780,12210,13700,15240,16850,18510,20240,22030,23890,25820,27780,29330,30870,32400,33940,35460,36980,38500,40020,41540,43070,44590,46110,47640,49150,50650,52180,53710,55200,56740,58250,59770]
[null,108,null,null,10.666666666666666,1086,2211,3377,4586,5833,7127,884688,9857,11300,12780,14330,15920,17580,19290,21070,22910,24810,26780,28820,30940,32580,34220,35840,37460,39080,40690,42310,43920,45530,47130,48740,50350,51950,53550,55190,56780,58400,59990,61590,63190]

{"sheet":"RCAP-Live Load","index":29,"n_rows":18,"n_cols":22,"rows_kept":18,"cut":false,"hidden":false,"merged":[[4,7,4,16]]}
["Highway Loads on Arch Pipe"]
["(From 2000 ACPA Concrete Pipe Design Manual - Table 42)"]
[]
[null,null,null,null,null,null,null,null,8,null,10,null,12,null,14,15,16,17,18,19]
["Equiv. Pipe Diameter","Span","Rise",null,null,null,null,"Height of Fill Above Top of Pipe in Feet",null,null,null,null,null,null,null,null,null,null,null,null,null,"All"]
[null,null,null,null,null,null,null,0.5,1,1.5,2,2.5,3,3.5,4,5,6,7,8,9]
[15,18,11,null,null,null,null,4910,2960,2090,1530,1080,780,640,530,410,330,270,220,190]
[18,22,13,null,null,null,null,4930,3330,2420,1780,1260,910,750,630,480,390,320,260,220]
[21,26,15,null,null,null,null,5200,3640,2750,2030,11440,1050,860,720,560,450,360,300,260]
[24,29,18,null,null,null,null,4800,3440,2930,2160,1530,1120,920,770,600,480,400,330,280]
[30,36,22,null,null,null,null,4220,3580,3330,2580,1840,1340,1110,930,720,580,480,400,340]
[36,44,27,null,null,null,null,3790,3270,3180,2950,2110,1540,1270,1070,840,680,560,470,400]
[42,51,31,null,null,null,null,3400,2980,3020,2830,2340,1720,1420,1200,940,760,630,530,450]
[48,58,36,null,null,null,null,3090,2730,3110,2700,2330,1880,1560,1320,1040,840,700,590,500]
[54,65,40,null,null,null,null,2860,2550,3250,2680,2250,1940,1680,1420,1120,910,760,640,550]
[60,73,45,null,null,null,null,2620,2360,3380,2810,2170,1870,1770,1530,1210,990,820,700,600]
[72,88,54,null,null,null,null,2280,2080,3530,3020,2360,1840,1660,1590,1370,1130,940,800,690]
[84,102,62,null,null,null,null,2030,1870,3200,2990,2510,1970,1720,1520,1510,1250,1040,890,770]

{"sheet":"RCAP-R-5","index":30,"n_rows":24,"n_cols":2,"rows_kept":24,"cut":false,"hidden":false,"merged":[[0,0,0,6]]}
["Back to Calculations"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Key:"]
[null,"d = depth of bedding under pipe; OD/8 or 4\" min."]
[null,"OS = Outside pipe span"]
[null,"TW = Trench width"]

{"sheet":"RCAP-Assumptions","index":31,"n_rows":11,"n_cols":1,"rows_kept":11,"cut":false,"hidden":false,"merged":[]}
["Reinforced Concrete Arch Pipe Calculation Assumptions"]
[]
["When live load is considered, an HS-20 load applied in an unpaved condition is assumed.  If the pipe will not be subjected to live load, the minimum depth of bury does not apply.  "]
[]
["The D0.01 pipe strength is used with a factor of safety of 1.0."]
[]
["A minimum trench width of 54 inches (this is the smallest excavator bucket commonly used by some contractors)."]
[]
["Maximum allowable depth of bury was cut off at 40 feet.  This is the limit of the design information provided by ACPA.  For deeper installations, contact ACPA for additional information."]
[]
["Return to Calculations"]

{"sheet":"VCP Depth of Bury","index":32,"n_rows":36,"n_cols":45,"rows_kept":36,"cut":false,"hidden":false,"merged":[[26,2,27,2],[7,3,7,5],[8,3,8,5],[9,3,9,5],[10,3,10,5],[11,3,11,5],[25,3,25,4],[14,3,14,5],[15,3,15,5],[5,3,5,5],[25,11,25,12],[25,13,25,14],[25,15,25,16],[25,5,25,6],[25,7,25,8],[25,9,25,10]]}
[]
[]
[null,null,"Vitrified Clay Pipe"]
[null,null,"Min / Max depth of bury with both Dead and Live Loads factored in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Type D","Type C","Type B","Type A","Type A","Type A"]
[null,null,null,"User Inputs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H / Load Factor",1.1000000000000001,1.5,1.9,2.8,3.4,4.5,null,"Cd","Calculated Trench Load","Load at transition width","Controlling Earth Load","Live Load","Total Load",null,null,"Pipe Properties",null,null,null,null,null,null,"0.110 - Wet Clay",0.11]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,{"$f":"IF(($AH7/V$6)>$D$16,\"Fail\",($AH7/V$6))","v":1937.8181818181815},{"$f":"IF(($AH7/W$6)>$D$16,\"Fail\",($AH7/W$6))","v":1421.0666666666666},1121.8947368421052,761.28571428571433,626.94117647058818,473.68888888888887,null,{"$f":"((1-EXP(-2*$G$10*($U7/$D$11)))/(2*$G$10))","v":0.21687757509234715},{"$f":"((1-EXP(-2*$G$10*($U7/$D$11)))/(2*$G$10))*$D$9*$D$11^2","v":527.01250747440349},{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U7,'Transition Width - VCP'!$B$6:$AG$6,))","v":171.6},{"$f":"MIN(AD7,AE7)","v":171.6},{"$f":"IF(D12=\"yes\",VLOOKUP($D$8,'VCP-Live Load-Round'!$A$11:$P$24,5),0)","v":1960},{"$f":"AG7+AF7","v":2131.6},null,null,null,null,null,null,null,null,null,"0.130 - Dry Clay",0.13]
[null,null,"Pipe Diameter (in.)",12,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2,{"$f":"IF(($AH8/V$6)>$D$16,\"Fail\",($AH8/V$6))","v":1814.181818181818},1330.3999999999999,1050.3157894736842,712.71428571428578,586.94117647058818,443.46666666666664,null,{"$f":"((1-EXP(-2*$G$10*($U8/$D$11)))/(2*$G$10))","v":0.42340725601754797},{"$f":"((1-EXP(-2*$G$10*($U8/$D$11)))/(2*$G$10))*$D$9*$D$11^2","v":1028.8796321226416},{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U8,'Transition Width - VCP'!$B$6:$AG$6,))","v":405.59999999999997},405.59999999999997,{"$f":"IF(D12=\"yes\",VLOOKUP($D$8,'VCP-Live Load-Round'!$A$11:$P$24,7),0)","v":1590},1995.6,null,null,"Diameter","OD - in.","Strength",null,null,null,null,"0.150- Saturated Topsoil",0.15]
[null,null,"Unit Weight of Soil, pcf",120,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,3,1249.090909090909,916,723.1578947368422,490.71428571428572,404.11764705882354,305.33333333333331,null,0.62008277253834498,1506.8011372681783,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U9,'Transition Width - VCP'!$B$6:$AG$6,))","v":624},624,{"$f":"IF(D12=\"yes\",VLOOKUP($D$8,'VCP-Live Load-Round'!$A$11:$P$24,9),0)","v":750},1374,null,null,6,8,2000,{"$f":"AL9/12","v":0.66666666666666663},null,"Yes",null,"0.165 - Sand and Gravel",0.16500000000000001]
[null,null,"ku'","0.110 - Wet Clay",null,null,{"$f":"LOOKUP(D10,AR6:AR9,AS6:AS9)","v":0.11},null,null,null,null,null,null,null,null,null,null,null,null,null,4,1200,880,694.73684210526324,471.42857142857144,388.23529411764707,293.33333333333331,null,0.80737429705646735,1961.9195418472157,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U10,'Transition Width - VCP'!$B$6:$AG$6,))","v":840},840,{"$f":"IF(D12=\"yes\",VLOOKUP($D$8,'VCP-Live Load-Round'!$A$11:$P$24,11),0)","v":480},1320,null,null,8,10.1,2200,0.84166666666666667,null,"No"]
[null,null,"Trench Width, ft.",{"$f":"IF(ISNUMBER(H11),H11,MAX(1.25*((D15))/12+1,4.5))","v":4.5},null,null,null,null,"User defined trench width (delete if using default)",null,null,null,null,null,null,null,null,null,null,null,5,1499.9999999999998,1100,868.42105263157896,589.28571428571433,485.29411764705884,366.66666666666669,null,0.98572956860656569,2395.3228517139546,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U11,'Transition Width - VCP'!$B$6:$AG$6,))","v":1140},1140,{"$f":"IF(D12=\"yes\",VLOOKUP($D$8,'VCP-Live Load-Round'!$A$11:$P$24,12),0)","v":510},1650,null,null,10,12.8,2400,1.0666666666666667]
[null,null,"Consider Live Load?","Yes",null,null,null,null,"(leave blank if using SUDAS default)",null,null,null,null,null,null,null,null,null,null,null,6,1579.9999999999998,1158.6666666666667,914.73684210526324,620.71428571428578,511.1764705882353,386.22222222222223,null,1.1555749632209444,2808.0471606268952,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U12,'Transition Width - VCP'!$B$6:$AG$6,))","v":1368},1368,{"$f":"IF(D12=\"yes\",VLOOKUP($D$8,'VCP-Live Load-Round'!$A$11:$P$24,13),0)","v":370},1738,null,null,12,14.6,2600,1.2166666666666666]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,7,1714.5454545454545,1257.3333333333333,992.63157894736844,673.57142857142867,554.70588235294122,419.11111111111109,null,1.3173165132239186,3201.0791271341222,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U13,'Transition Width - VCP'!$B$6:$AG$6,))","v":1596},1596,{"$f":"IF(D12=\"yes\",VLOOKUP($D$8,'VCP-Live Load-Round'!$A$11:$P$24,14),0)","v":290},1886,null,null,15,18.2,2900,1.5166666666666666]
[null,null,"Extra Strength VCP Properties",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,8,1867.272727272727,1369.3333333333333,1081.0526315789475,733.57142857142867,604.11764705882354,456.44444444444446,null,1.4713408778925015,3575.3583332787784,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U14,'Transition Width - VCP'!$B$6:$AG$6,))","v":1824},1824,{"$f":"IF(D12=\"yes\",VLOOKUP($D$8,'VCP-Live Load-Round'!$A$11:$P$24,15),0)","v":230},2054,null,null,18,22.6,3300,1.8833333333333335]
[null,null,"Pipe O.D., in.",{"$f":"LOOKUP($D$8,$AK$9:$AK$23,AL$9:AL$23)","v":14.6},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,9,2043.6363636363635,1498.6666666666667,1183.1578947368421,802.85714285714289,661.17647058823536,499.55555555555554,null,1.6180162678039027,3931.7795307634838,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U15,'Transition Width - VCP'!$B$6:$AG$6,))","v":2058},2058,{"$f":"IF(D12=\"yes\",VLOOKUP($D$8,'VCP-Live Load-Round'!$A$11:$P$24,16),0)","v":190},2248,null,null,21,26.1,3850,2.1750000000000003]
[null,null,"Pipe Strength, lb/lf",{"$f":"LOOKUP($D$8,$AK$9:$AK$23,AM$9:AM$23)","v":2600},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,10,2083.6363636363635,1528,1206.3157894736842,818.57142857142867,674.11764705882354,509.33333333333331,null,1.7576933250795683,4271.194779943351,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U16,'Transition Width - VCP'!$B$6:$AG$6,))","v":2292},2292,null,2292,null,null,24,29.7,4400,2.4750000000000001]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,11,2290.9090909090905,1680,1326.3157894736842,900.00000000000011,741.17647058823536,560,null,1.8907059616300776,4594.4154867610887,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U17,'Transition Width - VCP'!$B$6:$AG$6,))","v":2520},2520,null,2520,null,null,27,33.6,4700,2.8000000000000003]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,12,2498.181818181818,1832,1446.3157894736844,981.42857142857144,808.23529411764707,610.66666666666663,null,2.01737215740481,4902.2143424936885,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U18,'Transition Width - VCP'!$B$6:$AG$6,))","v":2748},2748,null,2748,null,null,30,37.299999999999997,5000,3.1083333333333329]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,13,"Fail",1988,1569.4736842105265,1065,877.05882352941182,662.66666666666663,null,2.137994720554667,5195.3271709478413,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U19,'Transition Width - VCP'!$B$6:$AG$6,))","v":2982},2982,null,2982,null,null,33,38.5,5500,3.2083333333333335]
[null,null,null,"Results:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,14,"Fail",2144,1692.6315789473686,1148.5714285714287,945.88235294117646,714.66666666666663,null,2.2528620113251043,5474.4546875200031,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U20,'Transition Width - VCP'!$B$6:$AG$6,))","v":3216},3216,null,3216,null,null,36,42.5,6000,3.5416666666666665]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,15,"Fail",2296,1812.6315789473686,1230,1012.9411764705883,765.33333333333337,null,2.3622486314100031,5740.2641743263075,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U21,'Transition Width - VCP'!$B$6:$AG$6,))","v":3444},3444,null,3444,null,null,39,47,6600,3.9166666666666665]
[null,null,null,"Bedding Types",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,"Fail",2448,1932.6315789473686,1311.4285714285716,1080,816,null,2.466416080414358,5993.3910754068902,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U22,'Transition Width - VCP'!$B$6:$AG$6,))","v":3672},3672,null,3672,null,null,42,51.3,7000,4.2749999999999995]
[null,null,null,"SUDAS N/A",null,"SUDAS R-1",null,"SUDAS R-2",null,"SUDAS R-3",null,null,null,"SUDAS R-4",null,null,null,null,null,null,17,"Fail","Fail",2055.7894736842104,1395,1148.8235294117646,868,null,2.5656133809951172,6234.4405158181344,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U23,'Transition Width - VCP'!$B$6:$AG$6,))","v":3906},3906,null,3906,null,null,48,57.6,8000,4.8]
[null,null,null,"NCPI Class D",null,"NCPI Class C",null,"NCPI Class B",null,"NCPI Class A-I",null,"NCPI Class A-I",null,"NCPI Class A-II",null,"NCPI Type A",null,null,null,null,18,"Fail","Fail",2178.9473684210529,1478.5714285714287,1217.6470588235295,920,null,2.6600776741746301,6463.988748244351,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U24,'Transition Width - VCP'!$B$6:$AG$6,))","v":4140},4140,null,4140]
[null,null,null,"Bedding Factor = 1.1",null,"Bedding Factor = 1.5",null,"Bedding Factor = 1.9",null,"Bedding Factor = 2.8",null,"Bedding Factor = 3.4",null,"Bedding Factor = 3.4",null,"Bedding Factor = 4.5",null,null,null,null,19,"Fail","Fail",2298.9473684210529,1560,1284.7058823529412,970.66666666666663,null,2.7500347862498744,6682.5845305871944,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U25,'Transition Width - VCP'!$B$6:$AG$6,))","v":4368},4368,null,4368]
[null,null,null,"Click for Cross Section",null,"Click for Cross Section",null,"Click for Cross Section",null,"Click for Cross Section",null,"Click for Cross Section",null,"Click for Cross Section",null,"Click for Cross Section",null,null,null,null,20,"Fail","Fail",2418.9473684210529,1641.4285714285716,1351.7647058823529,1021.3333333333334,null,2.8356997686526975,6890.7504378260555,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U26,'Transition Width - VCP'!$B$6:$AG$6,))","v":4596},4596,null,4596]
[null,null,"Allowable Depth","Min.","Max.","Min.","Max.","Min.","Max.","Min.","Max.","Min.","Max.","Min.","Max.","Min.","Max.",null,null,null,22,"Fail","Fail","Fail",1808.5714285714287,1489.4117647058824,1125.3333333333333,null,2.9949627359245818,7277.7594482967343,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U27,'Transition Width - VCP'!$B$6:$AG$6,))","v":5064},5064,null,5064]
[null,null,null,{"$f":"IF(ISNUMBER(V7),U7,IF(ISNUMBER(V8),U8,IF(ISNUMBER(V9),U9,IF(ISNUMBER(V10),U10,IF(ISNUMBER(V11),U11,IF(ISNUMBER(V12),U12))))))","v":1},{"$f":"LOOKUP(MAX(V$7:V$35),V$7:V$35,$U$7:$U$35)","v":12},{"$f":"IF(ISNUMBER(W7),U7,IF(ISNUMBER(W8),U8,IF(ISNUMBER(W9),U9,IF(ISNUMBER(W10),U10,IF(ISNUMBER(W11),U11,IF(ISNUMBER(W12),U12))))))","v":1},{"$f":"LOOKUP(MAX(W$7:W$35),W$7:W$35,$U$7:$U$35)","v":16},{"$f":"IF(ISNUMBER(X7),U7,IF(ISNUMBER(X8),U8,IF(ISNUMBER(X9),U9,IF(ISNUMBER(X10),U10,IF(ISNUMBER(X11),U11,IF(ISNUMBER(X12),U12))))))","v":1},{"$f":"LOOKUP(MAX(X$7:X$35),X$7:X$35,$U$7:$U$35)","v":20},{"$f":"IF(ISNUMBER(Y7),U7,IF(ISNUMBER(Y8),U8,IF(ISNUMBER(Y9),U9,IF(ISNUMBER(Y10),U10,IF(ISNUMBER(Y11),U11,IF(ISNUMBER(Y12),U12))))))","v":1},{"$f":"LOOKUP(MAX(Y$7:Y$35),Y$7:Y$35,$U$7:$U$35)","v":30},{"$f":"IF(ISNUMBER(Z7),U7,IF(ISNUMBER(Z8),U8,IF(ISNUMBER(Z9),U9,IF(ISNUMBER(Z10),U10,IF(ISNUMBER(Z11),U11,IF(ISNUMBER(Z12),U12))))))","v":1},{"$f":"LOOKUP(MAX(Z$7:Z$35),Z$7:Z$35,$U$7:$U$35)","v":30},{"$f":"IF(ISNUMBER(Z7),U7,IF(ISNUMBER(Z8),U8,IF(ISNUMBER(Z9),U9,IF(ISNUMBER(Z10),U10,IF(ISNUMBER(Z11),U11,IF(ISNUMBER(Z12),U12))))))","v":1},{"$f":"LOOKUP(MAX(Z$7:Z$35),Z$7:Z$35,$U$7:$U$35)","v":30},{"$f":"IF(ISNUMBER(AA7),U7,IF(ISNUMBER(AA8),U8,IF(ISNUMBER(AA9),U9,IF(ISNUMBER(AA10),U10,IF(ISNUMBER(AA11),U11,IF(ISNUMBER(AA12),U12))))))","v":1},{"$f":"LOOKUP(MAX(AA$7:AA$35),AA$7:AA$35,$U$7:$U$35)","v":30},null,null,null,23,"Fail","Fail","Fail",1890.0000000000002,1556.4705882352941,1176,null,3.0689414547718905,7457.527735095694,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U28,'Transition Width - VCP'!$B$6:$AG$6,))","v":5292},5292,null,5292]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,"Fail","Fail","Fail",1971.4285714285716,1623.5294117647059,1226.6666666666667,null,3.1393904220857496,7628.7187256683719,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U29,'Transition Width - VCP'!$B$6:$AG$6,))","v":5520},5520,null,5520]
[null,null,"Notes:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,25,"Fail","Fail","Fail",2052.8571428571431,1690.5882352941178,1277.3333333333333,null,3.206478053135875,7791.7416691201761,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U30,'Transition Width - VCP'!$B$6:$AG$6,))","v":5748},5748,null,5748]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,26,"Fail","Fail","Fail",2134.2857142857142,1757.6470588235295,1328,null,3.2703647275830159,7946.9862880267283,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U31,'Transition Width - VCP'!$B$6:$AG$6,))","v":5976},5976,null,5976]
[null,null,"This spreadsheet is a tool for use in determing the allowable depth of bury fo VCP based upon the Marston / Spangler method described in the",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,27,"Fail","Fail","Fail",2215.7142857142858,1824.7058823529412,1378.6666666666667,null,3.3312031728824985,8094.8237101044715,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U32,'Transition Width - VCP'!$B$6:$AG$6,))","v":6204},6204,null,6204]
[null,null,"Clay Pipe Engineering Manual.  The engineer should have a thorough understanding of this methodology prior to using this spreadsheet and",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,28,"Fail","Fail","Fail",2297.1428571428573,1891.7647058823529,1429.3333333333333,null,3.3891388293944136,8235.6073554284249,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U33,'Transition Width - VCP'!$B$6:$AG$6,))","v":6432},6432,null,6432]
[null,null,"is responsible for verifying the results.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,29,"Fail","Fail","Fail",2380.7142857142858,1960.5882352941178,1481.3333333333333,null,3.444310198073278,8369.6737813180662,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U34,'Transition Width - VCP'!$B$6:$AG$6,))","v":6666},6666,null,6666]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,30,"Fail","Fail","Fail",2464.2857142857142,2029.4117647058824,1533.3333333333333,null,3.4968491715683507,8497.3434869110915,{"$f":"$D$9/100*INDEX('Transition Width - VCP'!$B$6:$AG$21, MATCH($D$8,'Transition Width - VCP'!$B$6:$B$21,), MATCH(U35,'Transition Width - VCP'!$B$6:$AG$6,))","v":6900},6900,null,6900]
[null,null,"For additional information and to obtain a copy of the Clay Pipe Engineering Manual, contact the National Clay Pipe Institute (NCPI)."]

{"sheet":"Transition Width - VCP","index":33,"n_rows":33,"n_cols":33,"rows_kept":33,"cut":false,"hidden":false,"merged":[]}
[]
["BACKFILL LOADS ON CIRCULAR RIGID PIPE AT TRANITION WIDTH"]
["100 pcf backfill material*"]
[]
[null,null,null,"Height of Backfill H above top of pipe, feet"]
[null,null,null,1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30]
[null,"Pipe dia., in","Do"]
[null,6,8,{"$f":"ROUND((EXP((2*$D$32*D$6/($C8/12)))-1)/(2*$D$32)*(100)*(($C8/12)^2),0)","v":90},180,280,380,490,590,{"$f":"I8+(K8-I8)/(K$6-I$6)*(J$6-I$6)","v":690},790,{"$f":"K8+(M8-K8)/(M$6-K$6)*(L$6-K$6)","v":890},990,{"$f":"M8+(O8-M8)/(O$6-M$6)*(N$6-M$6)","v":1090},1190,{"$f":"O8+(Q8-O8)/(Q$6-O$6)*(P$6-O$6)","v":1290},1390,{"$f":"Q8+(S8-Q8)/(S$6-Q$6)*(R$6-Q$6)","v":1490},1590,{"$f":"S8+(U8-S8)/(U$6-S$6)*(T$6-S$6)","v":1690},1790,{"$f":"U8+(W8-U8)/(W$6-U$6)*(V$6-U$6)","v":1890},1990,{"$f":"W8+(Y8-W8)/(Y$6-W$6)*(X$6-W$6)","v":2090},2190,{"$f":"Y8+(AA8-Y8)/(AA$6-Y$6)*(Z$6-Y$6)","v":2290},2390,{"$f":"AA8+(AC8-AA8)/(AC$6-AA$6)*(AB$6-AA$6)","v":2490},2590,{"$f":"AC8+(AE8-AC8)/(AE$6-AC$6)*(AD$6-AC$6)","v":2690},2790,{"$f":"AE8+(AG8-AE8)/(AG$6-AE$6)*(AF$6-AE$6)","v":2890},2990]
[null,8,10.1,106,260,395,520,650,780,910,1040,1170,1300,1430,1560,1690,1820,1950,2080,2215,2350,2480,2610,2740,2870,3000,3130,3260,3390,3520,3650,3785,3920]
[null,10,12.8,128,{"$f":"ROUND((EXP((2*$D$32*E$6/($C10/12)))-1)/(2*$D$32)*(100)*(($C10/12)^2),0)","v":311},460,620,790,950,1115,1280,1440,1600,1760,1920,2085,2250,2410,2570,2730,2890,3050,3210,3370,3530,3690,3850,4015,4180,4340,4500,4660,4820]
[null,12,14.6,143,338,520,700,950,1140,1330,1520,1715,1910,2100,2290,2485,2680,2870,3060,3255,3450,3640,3830,4025,4220,4410,4600,4790,4980,5170,5360,5555,5750]
[null,15,18.2,172,394,675,860,1170,1420,1655,1890,2130,2370,2610,2850,3085,3320,3560,3800,4040,4280,4520,4760,5000,5240,5480,5720,5955,6190,6430,6670,6910,7150]
[null,18,22.6,209,464,{"$f":"ROUND((EXP((2*$D$32*F$6/($C13/12)))-1)/(2*$D$32)*(100)*(($C13/12)^2),0)","v":776},1100,1400,1690,1980,2270,2560,2850,3135,3420,3705,3990,4280,4570,4860,5150,5435,5720,6010,6300,6085,5870,6660,7450,7735,8020,8310,8600]
[null,21,26.1,238,521,858,{"$f":"ROUND((EXP((2*$D$32*G$6/($C14/12)))-1)/(2*$D$32)*(100)*(($C14/12)^2),0)","v":1259},1620,1960,2300,2640,2975,3310,3645,3980,4315,4650,4985,5320,5660,6000,6335,6670,7005,7340,7675,8010,8345,8680,9015,9350,9685,10020]
[null,24,29.7,268,579,943,1367,1830,2230,2615,3000,3385,3770,4150,4530,4915,5300,5680,6060,6445,6830,7210,7590,7975,8360,8740,9120,9505,9890,10270,10650,11035,11420]
[null,27,33.6,300,643,1037,1487,1960,2500,2935,3370,3805,4240,4670,5100,5530,5960,6395,6830,7260,7690,8120,8550,8985,9420,9850,10280,10710,11140,11570,12000,12430,12860]
[null,30,37.299999999999997,331,704,1126,1604,2090,2690,3205,3720,4050,4380,5015,5650,6130,6610,7085,7560,8040,8520,9000,9480,9955,10430,10910,11390,11870,12350,12825,13300,13780,14260]
[null,33,38.5,341,724,1156,1642,2200,2840,3445,4050,4580,5110,5635,6160,6685,7210,7730,8250,8775,9300,9825,10350,10870,11390,11915,12440,12960,13480,14005,14530,15055,15580]
[null,36,42.5,374,790,1253,1769,2350,2980,3680,4380,4955,5530,6100,6670,7240,7810,8380,8950,9515,10080,10645,11210,11780,12350,12915,13480,14050,14620,15185,15750,16320,16890]
[null,39,47,411,864,1364,1914,2540,3220,4000,4780,5470,6160,6800,7440,8080,8720,9350,9980,10620,11260,11895,12530,13165,13800,14435,15070,15705,16340,16975,17610,18245,18880]
[null,42,51.3,447,936,1470,2053,2680,3380,4185,4990,5810,6630,7325,8020,8705,9390,10075,10760,11450,12140,12825,13510,14195,14880,15565,16250,16930,17610,18295,18980,19665,20350]
[null,"*For backfill weighing 110 pcf, increase loads 10%, 120pcf, 20%; etc"]
[]
[]
["From Clay Pipe Engineering Manual"]
[]
[]
["Loads for depths 1'-5' are based upon Figure B-12 and equation B4 from 2000 ACPA manual"]
["in the 2000 ACPA Concrete Pipe Design Manual"]
["(Values left of the H=He line are calculated with Equation B4 (yellow)- values to right of line were read from the figure)"]
[]
[null,"Ku=",null,0.19]
[null,"unit wt.=",null,100]

{"sheet":"VCP-Live Load-Round","index":34,"n_rows":24,"n_cols":16,"rows_kept":24,"cut":false,"hidden":false,"merged":[[6,3,6,12],[4,0,4,15]]}
["Highway Loads on Circular Pipe"]
["(Based upon design methodolgy in 2000 ACPA Concrete Pipe Design Manual)"]
[]
[]
["The following table uses the design methodology laid out in the ACPA manual for live load.  The table matches the ACPA table, except the bottom left section of the table differs from the ACPA manual.  Numerous checks were done, it appears that there is an error in the ACPA manual.  This table is more conservative than the ACPA table."]
[]
["Pipe Diameter","Do",null,"Height of Fill Above Top of Pipe in Feet"]
[null,null,null,0.5,1,1.5,2,2.5,3,3.5,4,5,6,7,8,9]
[null,null,"P",16000,16000,32000,32000,32000,32000,32000,32000,48000,48000,48000,48000,48000]
[null,null,"If",1.3,1.3,1.2,1.2,1.1000000000000001,1,1,1,1,1,1,1,1]
[6,0.66666666666666663,null,{"$f":"ROUND((((D$9*D$10)/((0.83+1.75*D$8)*(1.67+1.75*D$8)))*(1.67+1.75*D$8)*IF((0.83+1.75*D$8)<$B11,0.83+1.75*D$8,$B11))/((1.67+1.75*D$8)+1.75*3*$B11/4),-1)","v":2380},1250,1430,980,650,450,350,290,300,220,170,130,110]
[8,0.84166666666666667,null,2810,1500,1730,1190,800,550,440,350,370,270,210,160,130]
[10,1.0666666666666667,null,3300,1780,2080,1440,970,670,530,430,450,330,260,200,160]
[12,1.2166666666666666,null,3580,1960,2300,1590,1080,750,600,480,510,370,290,230,190]
[15,1.5166666666666666,null,4080,2260,2680,1880,1280,900,710,580,610,450,350,280,230]
[18,1.8833333333333335,null,4150,2580,3090,2190,1500,1060,840,690,730,540,420,340,270]
[21,2.1749999999999998,null,3850,2790,3380,2400,1650,1170,940,770,820,610,480,380,310]
[24,2.4750000000000001,null,3590,2990,3650,2610,1800,1280,1030,850,910,680,530,420,350]
[27,2.8,null,3340,2930,3900,2810,1950,1390,1120,930,1000,750,580,470,380]
[30,3.1083333333333329,null,3140,2770,4130,2980,2080,1490,1200,1000,1070,810,630,510,420]
[33,3.2083333333333335,null,3080,2730,4190,3030,2120,1520,1230,1020,1100,830,650,520,430]
[36,3.5416666666666665,null,2890,2580,4290,3200,2240,1610,1310,1090,1180,890,700,560,460]
[39,3.9166666666666665,null,2710,2430,4070,3370,2370,1710,1390,1160,1260,960,750,610,500]
[42,4.2750000000000004,null,2550,2300,3880,3520,2480,1800,1470,1220,1340,1020,800,650,540]

{"sheet":"VCP-Class D","index":35,"n_rows":25,"n_cols":2,"rows_kept":25,"cut":false,"hidden":false,"merged":[[0,0,0,6]]}
["Back to Calculations"]
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[null,"Key:"]
[null,"OD = Outside pipe diameter"]
[null,"TW = Trench width"]
["Note:"]
["Installation without bedding material is not recommended and should be done with caution"]

{"sheet":"VCP-R-1","index":36,"n_rows":25,"n_cols":2,"rows_kept":25,"cut":false,"hidden":false,"merged":[[0,0,0,6]]}
["Back to Calculations"]
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[null,"Key:"]
[null,"d = depth of bedding under pipe; OD/8 or 4\" min."]
[null,"OD = Outside pipe diameter"]
[null,"TW = Trench width"]

{"sheet":"VCP-R-2","index":37,"n_rows":25,"n_cols":3,"rows_kept":25,"cut":false,"hidden":false,"merged":[[0,0,0,7]]}
["Back to Calculations"]
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[null,null,"Key:"]
[null,null,"d = depth of bedding under pipe; OD/8 or 4\" min."]
[null,null,"OD = Outside pipe diameter"]
[null,null,"TW = Trench width"]

{"sheet":"VCP-R-3 0%","index":38,"n_rows":23,"n_cols":2,"rows_kept":23,"cut":false,"hidden":false,"merged":[[0,0,0,7]]}
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[null,"Key:"]
[null,"d = depth of bedding under pipe; OD/8 or 4\" min."]
[null,"OD = Outside pipe diameter"]

{"sheet":"VCP-R-3 0.4%","index":39,"n_rows":24,"n_cols":2,"rows_kept":24,"cut":false,"hidden":false,"merged":[[0,0,0,7]]}
["Back to Calculations"]
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[null,"Key:"]
[null,"As = Area of reinforcing steel"]
[null,"d = depth of bedding under pipe; OD/8 or 4\" min."]
[null,"OD = Outside pipe diameter"]

{"sheet":"VCP-R-4 0.4%","index":40,"n_rows":25,"n_cols":3,"rows_kept":25,"cut":false,"hidden":false,"merged":[[0,0,0,7]]}
["Back to Calculations"]
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[null,null,"Key:"]
[null,null,"As = Area of reinforcing steel"]
[null,null,"d = depth of bedding under pipe; OD/8 or 4\" min."]
[null,null,"D = Pipe diameter"]
[null,null,"OD = Outside pipe diameter"]

{"sheet":"VCP-R-4 1.0%","index":41,"n_rows":25,"n_cols":3,"rows_kept":25,"cut":false,"hidden":false,"merged":[[0,0,0,7]]}
["Back to Calculations"]
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[null,null,"Key:"]
[null,null,"As = Area of reinforcing steel"]
[null,null,"d = depth of bedding under pipe; OD/8 or 4\" min."]
[null,null,"D = Pipe diameter"]
[null,null,"OD = Outside pipe diameter"]

{"sheet":"VCP-Assumptions","index":42,"n_rows":11,"n_cols":1,"rows_kept":11,"cut":false,"hidden":false,"merged":[]}
["VCP Calculation Assumptions"]
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["When live load is considered, an HS-20 load applied in an unpaved condition is assumed.  If the pipe will not be subjected to live load, the minimum depth of bury does not apply.  "]
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["Pipe strength is for Extra Strength VCP per ASTM C 700"]
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["A minimum trench width of 54 inches (this is the smallest excavator bucket commonly used by some contractors)."]
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["Maximum allowable depth of bury was cut off at 30 feet.  This is the limit of the design information provided by NCPI.  For deeper installations, contact NCPI for additional information."]
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["Return to Calculations"]