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["OHIO DEPARTMENT OF TRANSPORTATION\n\nOFFICE OF GEOTECHNICAL ENGINEERING\n\n\nPLAN SUBGRADES\nGeotechnical Bulletin GB1"]
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[null,null,null,null,null,null,"MED-3-15.05"]
[null,null,null,null,null,null,"PID 109232"]
["Pavement Replacement/Rubblize and Roll MED SR 3 - 15.05 (0.1 miles north of Fenn Road) to 17.84 (0.06 miles south of Odessa Rd)"]
[]
[null,null,null,null,null,null,"ODOT - OGE"]
[]
["Prepared By:",null,null,null,null,null,"Stephen Taliaferro"]
["Date prepared:",null,null,null,null,null,"2019-07-30"]
[]
[null,null,null,null,null,null,"Stephen Taliaferro"]
[null,null,null,null,null,null,"ODOT Office of Geotechnical Engineering"]
[null,null,null,null,null,null,"1980 West Broad St"]
[null,null,null,null,null,null,"Columbus, OH 43223"]
[null,null,null,null,null,null,"614-351-2873"]
[null,null,null,null,null,null,"stephen.taliaferro@dot.ohio.gov"]
[]
["NO. OF BORINGS:",null,null,null,null,null,42]

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["#","Boring ","Sample","Sample \nDepth",null,"Subgrade Depth",null,"Standard Penetration",null,"HP\n(tsf)","Physical Characteristics",null,null,null,null,null,"Moisture",null,"Ohio DOT",null,"Sulfate \nContent \n(ppm)","Problem",null,"Excavate and Replace (Item 204)",null,"Recommendation (Enter depth in inches)"]
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[]
["County-Route-Section:",null,null,null,null,null,{"$f":"'Cover Sheet'!G3:Q3","v":"MED-3-15.05"}]
["No. of Borings:",null,null,null,null,null,{"$f":"'Cover Sheet'!G19:Q19","v":42}]
[]
[]
["Geotechnical Consultant:",null,null,null,null,null,{"$f":"'Cover Sheet'!G7:Q7","v":"ODOT - OGE"}]
["Prepared By:",null,null,null,null,null,{"$f":"'Cover Sheet'!G9:Q9","v":"Stephen Taliaferro"}]
["Date prepared:",null,null,null,null,null,{"$f":"'Cover Sheet'!G10:Q10","v":"2019-07-30"}]
[]
[]
[]
[]
[]
["Chemical Stabilization Options",null,null,null,null,null,null,null,null,null,null,"Excavate and Replace Stabilization Options",null,null,null,null,null,null,null,"Design \nCBR",null,null,null,{"$f":"IFERROR(IF((Y40-(M40+Q40+R40+U40+X40))<1,\"?\",VLOOKUP(Z33,CLASS!A29:B50,2)),\"\")","v":7}]
[320,null,"Rubblize & Roll",null,null,null,null,null,{"$f":"IFERROR(IF(F33<12,\"No\", \"Option\"),\"\")","v":"No"},null,null,{"$f":"\"Global Geotextile\" & CHAR(10) & IF(Graph!G36=FALSE,\"Average(N60L):\",\"Override(N60L):\") & CHAR(10) & IF(Graph!G35=FALSE,\"Average(HP):\",\"Override(HP):\")","v":"Global Geotextile\nOverride(N60L):\nOverride(HP):"},null,null,null,null,{"$f":"\" \" & CHAR(10) & IF(CLASS!$AR$5=\"\",\"N/A\",CLASS!$AR$5 & \"''\") & CHAR(10) & IF(CLASS!$AR$10=\"\",\"N/A\",CLASS!$AR$10 & \"''\")","v":" \n18''\n24''"}]
[206,null,"Cement Stabilization",null,null,null,null,null,{"$f":"IFERROR(IF(N33<20.1,IF(F33>3.9,\"Option\",\"No\"),\"No\"),\"\")","v":"Option"}]
[null,null,"Lime Stabilization",null,null,null,null,null,{"$f":"IFERROR(IF(N33>15.9,IF(F33>3.9,\"Option\",\"No\"),\"No\"),\"\")","v":"No"},null,null,{"$f":"\"Global Geogrid\" & CHAR(10) & IF(Graph!G36=FALSE,\"Average(N60L):\",\"Override(N60L):\") & CHAR(10) & IF(Graph!G35=FALSE,\"Average(HP):\",\"Override(HP):\")","v":"Global Geogrid\nOverride(N60L):\nOverride(HP):"},null,null,null,null,{"$f":"\" \" & CHAR(10) &IF(CLASS!$AR$6=\"\",\"N/A\",CLASS!$AR$6 & \"''\") & CHAR(10) & IF(CLASS!$AR$11=\"\",\"N/A\",CLASS!$AR$11 & \"''\")","v":" \n12''\n18''"}]
[206,null,"Depth",null,null,null,null,null,{"$f":"IFERROR(IF(AND(F33>3,F33<16),HLOOKUP(F33,CLASS!F56:U59,4), \"NA\"),\"\")","v":14}]
[]
[]
["% Samples within 6 feet of subgrade",null,null,null,null,null,null,null,null,null,null,"Excavate and Replace \nat Surface",null,null,null,null,null,null,null,"% Proposed Subgrade Surface"]
["N60 ≤  5",null,null,{"$f":"IFERROR(ROUND(COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4 *4 +2),\">0\",INDIRECT(\"'Subgrade Analysis'!F3:F\" & $G$4 *4 +2),\"<6.1\",INDIRECT(\"'Subgrade Analysis'!H3:H\" & $G$4 *4 +2),\"<=5\")/$AA$1,3),\"\")","v":2.4E-2},null,"HP ≤  0.5",null,null,{"$f":"IFERROR(COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4 *4 +2),\">0\",INDIRECT(\"'Subgrade Analysis'!F3:F\" & $G$4 *4 +2),\"<6.1\",INDIRECT(\"'Subgrade Analysis'!J3:J\" & $G$4 *4 +2),\"<=0.5\")/$AA$1,\"\")","v":5.9523809523809521E-2}]
["N60< 12",null,null,{"$f":"IFERROR(ROUND(COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4 *4 +2),\">0\",INDIRECT(\"'Subgrade Analysis'!F3:F\" & $G$4 *4 +2),\"<6.1\",INDIRECT(\"'Subgrade Analysis'!H3:H\" & $G$4 *4 +2),\"<12\")/$AA$1,3),\"\")","v":0.28000000000000003},null,"0.5 < HP ≤ 1",null,null,{"$f":"IFERROR(COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4 *4 +2),\">0\", INDIRECT(\"'Subgrade Analysis'!F3:F\" & $G$4 *4 +2),\"<6.1\",INDIRECT(\"'Subgrade Analysis'!J3:J\" & $G$4 *4 +2),\"<=1\",INDIRECT(\"'Subgrade Analysis'!J3:J\" & $G$4 *4 +2),\">0.5\")/$AA$1,\"\")","v":3.5714285714285712E-2},null,null,"Average",null,null,null,null,{"$f":"IFERROR(AVERAGE(INDIRECT(\"'Subgrade Analysis'!AH3:AH\" & $G$4*4+2)),\"\")","v":0},null,null,"Unstable & Unsuitable",null,null,null,null,null,{"$f":"Z26+Z28","v":0.66666666666666663}]
["12 ≤ N60< 15",null,null,{"$f":"IFERROR(ROUND(COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4 *4 +2),\">0\",INDIRECT(\"'Subgrade Analysis'!F3:F\" & $G$4 *4 +2),\"<6.1\",INDIRECT(\"'Subgrade Analysis'!H3:H\" & $G$4 *4 +2),\"<15\", INDIRECT(\"'Subgrade Analysis'!H3:H\" & $G$4 *4 +2),\">=12\")/$AA$1,3),\"\")","v":0.107},null,"1 < HP ≤ 2",null,null,{"$f":"IFERROR(COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4 *4 +2),\">0\",INDIRECT(\"'Subgrade Analysis'!F3:F\" & $G$4 *4 +2),\"<6.1\",INDIRECT(\"'Subgrade Analysis'!J3:J\" & $G$4 *4 +2),\"<=2\",INDIRECT(\"'Subgrade Analysis'!J3:J\" & $G$4 *4 +2),\">1\")/$AA$1,\"\")","v":0.26190476190476192}]
["N60 ≥ 20",null,null,{"$f":"IFERROR(ROUND(COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4 *4 +2),\">0\",INDIRECT(\"'Subgrade Analysis'!F3:F\" & $G$4 *4 +2),\"<6.1\",INDIRECT(\"'Subgrade Analysis'!H3:H\" & $G$4 *4 +2),\">=20\")/$AA$1,3),\"\")","v":0.41699999999999998},null,"HP > 2",null,null,{"$f":"IFERROR(COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\"&$G$4*4+2),\">0\",INDIRECT(\"'Subgrade Analysis'!F3:F\" & $G$4 *4 +2),\"<6.1\",INDIRECT(\"'Subgrade Analysis'!J3:J\"&$G$4*4+2),\">2\")/$AA$1,\"\")","v":0.625},null,null,"Maximum",null,null,null,null,{"$f":"MAX(INDIRECT(\"'Subgrade Analysis'!AH3:AH\" & $G$4*4+2))","v":0},null,null,"Unstable",null,null,null,null,null,{"$f":"COUNTIF(INDIRECT(\"'Subgrade Analysis'!AG3:AG\"&$G$4*4+2),\"=1\")/Y43","v":0.65476190476190477}]
["M+",null,null,{"$f":"IFERROR(COUNTIF(INDIRECT(\"'Subgrade Analysis'!W3:W\" & $G$4 *4 +2),\"*Mc*\")/$AA$1,\"\")","v":0.23809523809523808}]
["Rock",null,null,{"$f":"G44","v":0},null,null,null,null,null,null,null,"Minimum",null,null,null,null,{"$f":"MIN(INDIRECT(\"'Subgrade Analysis'!AH3:AH\" & $G$4*4+2))","v":0},null,null,"Unsuitable",null,null,null,null,null,{"$f":"COUNTIF(INDIRECT(\"'Subgrade Analysis'!AE3:AE\"&$G$4*4+2),\"=1\")/Y43","v":1.1904761904761904E-2}]
["Unsuitable",null,null,{"$f":"IFERROR(G41+M41+Q41+R41+U41+W41+X41,\"\")","v":6.024096385542169E-3}]
[]
[]
[null,null,null,"N60",null,"N60L",null,"HP",null,"LL","LL","PL",null,"PI",null,"Silt",null,"Clay",null,"P 200",null,"MC",null,"MOPT",null,"GI"]
["Average",null,null,{"$f":"IFERROR(AVERAGEIF(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2), \">0\", INDIRECT(\"'Subgrade Analysis'!H3:H\" & $G$4*4+2)),\"\")","v":18.796407185628741},null,{"$f":"IFERROR(AVERAGE(INDIRECT(\"'Subgrade Analysis'!I3:I\"&$G$4*4+2)),\"\")","v":10.785714285714286},null,{"$f":"IFERROR(AVERAGEIF(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2), \">0\", INDIRECT(\"'Subgrade Analysis'!J3:J\" & $G$4*4+2)),\"\")","v":2.6787878787878787},null,{"$f":"IFERROR(AVERAGEIF(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2), \">0\", INDIRECT(\"'Subgrade Analysis'!K3:K\" & $G$4*4+2)),\"\")","v":27.041237113402062},null,{"$f":"IFERROR(AVERAGEIF(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2), \">0\", INDIRECT(\"'Subgrade Analysis'!L3:L\" & $G$4*4+2)),\"\")","v":16.24742268041237},{"$f":"IF(SUM(#REF!)>0,AVERAGE(I45:I531),\"\")","v":{"$error":"#REF!"}},{"$f":"IFERROR(AVERAGEIF(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2), \">0\", INDIRECT(\"'Subgrade Analysis'!M3:M\" & $G$4*4+2)),\"\")","v":10.793814432989691},{"$f":"IF(SUM(#REF!)>0,AVERAGE(K45:K531),\"\")","v":{"$error":"#REF!"}},{"$f":"IFERROR(AVERAGEIF(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2), \">0\", INDIRECT(\"'Subgrade Analysis'!N3:N\" & $G$4*4+2)),\"\")","v":35.855670103092784},{"$f":"IF(SUM(#REF!)>0,AVERAGE(M45:M530),\"\")","v":{"$error":"#REF!"}},{"$f":"IFERROR(AVERAGEIF(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2), \">0\", INDIRECT(\"'Subgrade Analysis'!O3:O\" & $G$4*4+2)),\"\")","v":34},null,{"$f":"IFERROR(AVERAGEIF(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2), \">0\", INDIRECT(\"'Subgrade Analysis'!P3:P\" & $G$4*4+2)),\"\")","v":69.855670103092777},null,{"$f":"IFERROR(AVERAGEIF(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2), \">0\", INDIRECT(\"'Subgrade Analysis'!Q3:Q\" & $G$4*4+2)),\"\")","v":15.446428571428571},null,{"$f":"IFERROR(AVERAGEIF(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2), \">0\", INDIRECT(\"'Subgrade Analysis'!R3:R\" & $G$4*4+2)),\"\")","v":12.650602409638553},null,{"$f":"IFERROR(AVERAGEIF(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2), \">0\", INDIRECT(\"'Subgrade Analysis'!T3:T\" & $G$4*4+2)),\"\")","v":8.30722891566265}]
["Maximum",null,null,{"$f":"MAX(INDIRECT(\"'Subgrade Analysis'!H3:H\"&$G$4*4+2))","v":52},null,{"$f":"MAX(INDIRECT(\"'Subgrade Analysis'!I3:I\"&$G$4*4+2))","v":26},null,{"$f":"MAX(INDIRECT(\"'Subgrade Analysis'!J3:J\"&$G$4*4+2))","v":4.5},null,{"$f":"MAX(INDIRECT(\"'Subgrade Analysis'!K3:K\"&$G$4*4+2))","v":44},null,{"$f":"MAX(INDIRECT(\"'Subgrade Analysis'!L3:L\"&$G$4*4+2))","v":24},{"$f":"IF(SUM(#REF!)>0,MAX(I45:I281),\"\")","v":{"$error":"#REF!"}},{"$f":"MAX(INDIRECT(\"'Subgrade Analysis'!M3:M\"&$G$4*4+2))","v":24},{"$f":"IF(SUM(#REF!)>0,MAX(K45:K281),\"\")","v":{"$error":"#REF!"}},{"$f":"MAX(INDIRECT(\"'Subgrade Analysis'!N3:N\"&$G$4*4+2))","v":50},{"$f":"IF(SUM(#REF!)>0,MAX(M45:M280),\"\")","v":{"$error":"#REF!"}},{"$f":"MAX(INDIRECT(\"'Subgrade Analysis'!O3:O\"&$G$4*4+2))","v":58},null,{"$f":"MAX(INDIRECT(\"'Subgrade Analysis'!P3:P\"&$G$4*4+2))","v":91},null,{"$f":"MAX(INDIRECT(\"'Subgrade Analysis'!Q3:Q\"&$G$4*4+2))","v":26},null,{"$f":"MAX(INDIRECT(\"'Subgrade Analysis'!R3:R\"&$G$4*4+2))","v":19},null,{"$f":"MAX(INDIRECT(\"'Subgrade Analysis'!T3:T\"&$G$4*4+2))","v":16}]
["Minimum",null,null,{"$f":"MIN(INDIRECT(\"'Subgrade Analysis'!H3:H\"&$G$4*4+2))","v":3},null,{"$f":"MIN(INDIRECT(\"'Subgrade Analysis'!I3:I\"&$G$4*4+2))","v":3},null,{"$f":"MIN(INDIRECT(\"'Subgrade Analysis'!J3:J\"&$G$4*4+2))","v":0.5},null,{"$f":"MIN(INDIRECT(\"'Subgrade Analysis'!K3:K\"&$G$4*4+2))","v":18},null,{"$f":"MIN(INDIRECT(\"'Subgrade Analysis'!L3:L\"&$G$4*4+2))","v":13},{"$f":"IF(SUM(#REF!)>0,MAX(I45:I282),\"\")","v":{"$error":"#REF!"}},{"$f":"MIN(INDIRECT(\"'Subgrade Analysis'!M3:M\"&$G$4*4+2))","v":3},{"$f":"IF(SUM(#REF!)>0,MAX(K45:K282),\"\")","v":{"$error":"#REF!"}},{"$f":"MIN(INDIRECT(\"'Subgrade Analysis'!N3:N\"&$G$4*4+2))","v":21},{"$f":"IF(SUM(#REF!)>0,MAX(M45:M281),\"\")","v":{"$error":"#REF!"}},{"$f":"MIN(INDIRECT(\"'Subgrade Analysis'!O3:O\"&$G$4*4+2))","v":15},null,{"$f":"MIN(INDIRECT(\"'Subgrade Analysis'!P3:P\"&$G$4*4+2))","v":37},null,{"$f":"MIN(INDIRECT(\"'Subgrade Analysis'!Q3:Q\"&$G$4*4+2))","v":1},null,{"$f":"MIN(INDIRECT(\"'Subgrade Analysis'!R3:R\"&$G$4*4+2))","v":6},null,{"$f":"MIN(INDIRECT(\"'Subgrade Analysis'!T3:T\"&$G$4*4+2))","v":0}]
[]
[]
["Classification Counts by Sample"]
["ODOT Class  ",null,null,null,null,null,"Rock","A-1-a","A-1-b","A-2-4","A-2-5","A-2-6","A-2-7","A-3","A-3a","A-4a","A-4b","A-5","A-6a","A-6b","A-7-5","A-7-6","A-8a","A-8b","Totals"]
["Count  ",null,null,null,null,null,{"$f":"COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2),\">0\",INDIRECT(\"'Subgrade Analysis'!S3:S\" & $G$4*4+2),\"Rock\")","v":0},{"$f":"COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2),\">0\",INDIRECT(\"'Subgrade Analysis'!S3:S\" & $G$4*4+2),\"A-1-a\")","v":1},{"$f":"COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2),\">0\",INDIRECT(\"'Subgrade Analysis'!S3:S\" & $G$4*4+2),\"A-1-b\")","v":0},{"$f":"COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2),\">0\",INDIRECT(\"'Subgrade Analysis'!S3:S\" & $G$4*4+2),\"A-2-4\")","v":0},{"$f":"COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2),\">0\",INDIRECT(\"'Subgrade Analysis'!S3:S\" & $G$4*4+2),\"A-2-5\")","v":0},{"$f":"COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2),\">0\",INDIRECT(\"'Subgrade Analysis'!S3:S\" & $G$4*4+2),\"A-2-6\")","v":0},{"$f":"COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2),\">0\",INDIRECT(\"'Subgrade Analysis'!S3:S\" & $G$4*4+2),\"A-2-7\")","v":0},{"$f":"COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2),\">0\",INDIRECT(\"'Subgrade Analysis'!S3:S\" & $G$4*4+2),\"A-3\")","v":0},{"$f":"COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2),\">0\",INDIRECT(\"'Subgrade Analysis'!S3:S\" & $G$4*4+2),\"A-3a\")","v":0},{"$f":"COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2),\">0\",INDIRECT(\"'Subgrade Analysis'!S3:S\" & $G$4*4+2),\"A-4a\")","v":74},{"$f":"COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2),\">0\",INDIRECT(\"'Subgrade Analysis'!S3:S\" & $G$4*4+2),\"A-4b\")","v":1},{"$f":"COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2),\">0\",INDIRECT(\"'Subgrade Analysis'!S3:S\" & $G$4*4+2),\"A-5\")","v":0},{"$f":"COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2),\">0\",INDIRECT(\"'Subgrade Analysis'!S3:S\" & $G$4*4+2),\"A-6a\")","v":77},{"$f":"COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2),\">0\",INDIRECT(\"'Subgrade Analysis'!S3:S\" & $G$4*4+2),\"A-6b\")","v":9},{"$f":"COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2),\">0\",INDIRECT(\"'Subgrade Analysis'!S3:S\" & $G$4*4+2),\"A-7-5\")","v":0},{"$f":"COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2),\">0\",INDIRECT(\"'Subgrade Analysis'!S3:S\" & $G$4*4+2),\"A-7-6\")","v":4},{"$f":"COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2),\">0\",INDIRECT(\"'Subgrade Analysis'!S3:S\" & $G$4*4+2),\"A-8a\")","v":0},{"$f":"COUNTIFS(INDIRECT(\"'Subgrade Analysis'!G3:G\" & $G$4*4+2),\">0\",INDIRECT(\"'Subgrade Analysis'!S3:S\" & $G$4*4+2),\"A-8b\")","v":0},{"$f":"SUM(G40:X40)","v":166}]
["Percent  ",null,null,null,null,null,{"$f":"IFERROR(G40/$Y$40,\"\")","v":0},6.024096385542169E-3,0,0,0,0,0,0,0,0.44578313253012047,6.024096385542169E-3,0,0.46385542168674698,5.4216867469879519E-2,0,2.4096385542168676E-2,0,0,{"$f":"IFERROR(SUM(G41:X41),\"\")","v":1}]
["% Rock|Granular|Cohesive",null,null,null,null,null,{"$f":"G41","v":0},{"$f":"IFERROR(SUM(H41:P41),\"\")","v":0.45180722891566266},null,null,null,null,null,null,null,null,{"$f":"IFERROR(SUM(Q41:X41),\"\")","v":0.54819277108433728},null,null,null,null,null,null,null,{"$f":"IFERROR(SUM(G42:X42),\"\")","v":1}]
["Surface Class Count ",null,null,null,null,null,{"$f":"COUNTIFS(INDIRECT(\"'Subgrade Analysis'!AM3:AM\" & $G$4*4+2),\">0\", INDIRECT(\"'Subgrade Analysis'!S3:S\" & $G$4*4+2),G39)","v":0},1,0,0,0,0,0,0,0,38,1,0,39,3,0,2,0,0,{"$f":"SUM(G43:X43)","v":84}]
["Surface Class Percent ",null,null,null,null,null,{"$f":"IFERROR(G43/$Y$43,\"\")","v":0},1.1904761904761904E-2,0,0,0,0,0,0,0,0.45238095238095238,1.1904761904761904E-2,0,0.4642857142857143,3.5714285714285712E-2,0,2.3809523809523808E-2,0,0,{"$f":"IFERROR(SUM(G44:X44),\"\")","v":1}]

{"sheet":"Graph","index":4,"n_rows":36,"n_cols":7,"rows_kept":36,"cut":false,"hidden":false,"merged":[[35,0,35,1],[35,2,35,3],[35,4,35,5],[32,2,32,7],[33,2,33,3],[33,4,33,5],[33,6,33,7],[34,0,34,1],[34,2,34,3],[34,4,34,5]]}
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[null,null,"O V E R R I D E    T A B L E"]
[null,null,"Calculated Average",null,"New Values",null,"Check to Override"]
[null,null,{"$f":"'Results Summary'!H33","v":2.6787878787878787},null,0.5,null,true]
[null,null,{"$f":"'Results Summary'!F33","v":10.785714285714286},null,6,null,true]

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["The subgrade analysis workbook consists of five worksheets. Each worksheet functions independently. In all of the worksheets the fields are color coded as follows:"]
["·         Every yellow highlighted field indicates a field to be entered by the user."]
["·         Every salmon field is to indicate a problem/issue."]
["·         Every gray or green field is a heading/informational field."]
[]
["IMPORTANT:  The sequence of filling out the data needs to be followed as outlined below:"]
["1.       Cover Sheet: this worksheet is designed for the purpose of entering the project information."]
["                       Enter all the following fields:"]
[]
["County-Route-Section",null,null,"This includes the county, route, section number assigned to the project."]
["PID",null,null,"the Project Identification Number"]
["Project Description",null,null,"See Cover Sheet for list of example details"]
["Geotechnical Consultant",null,null,"The Geotechnical Consultant performing the analysis."]
["Prepared By",null,null,"The preparer of the subgrade analysis"]
["Date prepared",null,null,"The date the analysis is performed."]
["Contact Information",null,null,"Name, address, telephone #, and email address"]
["No. of Borings",null,null,"Enter the total number of borings within the alignment that is being analyzed. This field is a required field."]
[]
["2.       Boring Logs Entry Worksheet: this worksheet has a programming code that will run in the background every time the sheet is activated and will make the sheet unresponsive for less than a minute. The code is designed to read the total number of borings from the cover sheet and generate the needed number of fields."]
["a.       All yellow highlighted fields are user’s entry."]
["b.       ODOT has developed a text table export from gINT (GB 1 Borings Log Entry Tab) that will allow for copy and paste of all highlighted fields with the exception of proposed subgrade elevation.  The designer must provide a proposed subgrade elevation in order for the spreadsheet to function properly."]
["c.       The Cut/Fill field is a calculated field that, based on the difference between the boring elevation and the proposed subgrade elevation, will highlight the cell either gray and adds the letter “C” to the end in a cut situation or highlights the cell in light purple and adds the letter “F” to the end in a fill situation."]
["d.      Every duplicate boring ID will be highlighted in salmon background and red text."]
["e.      IMPORTANT:  After entering all the borings’ information, the user must click “Add Subgrade Analysis Entry Fields” button. This will generate all the required fields in the “Subgrade Analysis” Worksheet."]
[]
["3.       Subgrade Analysis Worksheet:"]
["a.       The boring number and boring ID is read from the “Boring Logs Entry Worksheet” excluding every boring that has six feet or more of fill."]
["b.      All yellow highlighted fields are to be entered by the user and salmon highlighted fields indicates a problem or issue."]
[" c.       Every sample that has a Sulfate Content greater than or equal to 3000 will be highlighted in light salmon background. Every sample that has a Sulfate Content greater than or equal to 8000 will be highlighted in darker salmon background.  Note the revised sulfate criteria in GB1 issued July 20, 2018."]
["d.      Unsuitable/Unstable:"]
["  i.      Unsuitable samples that are within 3 feet of the top of subgrade will be highlighted with salmon background and the class will be showing in this field."]
["   ii.      Unstable Samples that are within 3 feet of top of subgrade will be highlighted with salmon background and text to indicate the problem as follows:"]
[]
["Criterion",null,null,null,"Stabilization Need Check",null,null,null,"Text displayed in the field"]
["A-1-a, A-1-b, A-3, or A-3a Soil Class",null,null,null,"No Stabilization is needed"]
["HP ≥ 1.875",null,null,null,"No Stabilization is needed"]
["N60 ≥ 15",null,null,null,"No Stabilization is needed"]
["1.875 ≥ HP ≥ 1.5 and Mc≥ Opt. Mc+3",null,null,null,"Unstable Subgrade",null,null,null,"HP & Mc"]
["15 ≥ N60 ≥ 12 and Mc≥ Opt. Mc+3",null,null,null,"Unstable Subgrade",null,null,null,"N₆₀ & Mc"]
["HP ≤ 1.5",null,null,null,"Unstable Subgrade",null,null,null,"HP"]
["N60 ≤ 12",null,null,null,"Unstable Subgrade",null,null,null,"N₆₀"]
[]
["  iii.      The field is formulated to check for HP first and check for N60 second."]
["e.      Excavate and Replace (Item 204) is going to be calculated based on the subgrade depth for each sample indicating an unsuitable or unstable problem."]
["f.        Recommendation:"]
[" i.      Geotextile Option is calculated and rounded to a multiple of 3 inches based on the subgrade depth for every sample indicating an unsuitable or unstable problem."]
["ii.      GEOGRID Option is only offered in case of unstable subgrade problem and if the geotextile option indicates the need to excavate greater than 12 inches."]
["PLEASE NOTE:  The Problem, Excavate & Replace, and Recommendation Fields are the responsibility of the Designer.  These fields are being enhanced to attempt to capture the ODOT philosophy regarding the GB1 stabilization chart, but are considered still under development.  If there are discrepancies between the spreadsheet output and the GB1 chart - the chart governs in conjunction with engineering judgement.  Please contact Steve Taliaferro at stephen.taliaferro@dot.ohio.gov if you have any questions."]
["PLEASE NOTE:  It is the Designer's responsibility to identify the most representative data when samples have been separated into multiple specimen (say 1.5 to 2.3 feet and 2.3 to 3.0 feet).  The spreadsheet is not capable at this time of addressing this issue within a direct data export from gINT."]
[]
["              4.       Results Summary:"]
[null,"All fields in this sheet are password protected and are either calculated or read from the other worksheets."]
[]
["              5.       Graph Worksheet:"]
[null,"This worksheet is designed to read the average N60L and the average HP from the Cover Sheet and plot a blue line for Average HP and orange line for Average N60L on GB1 Figure B – Subgrade Stabilization.  The Override Table can be used to enter HP and/or N60L values that are different than the calculated averages. The Override values will change the global undercut recommendation in the Results Summary."]

{"sheet":"Group Index","index":6,"n_rows":615,"n_cols":40,"rows_kept":615,"cut":false,"hidden":true,"merged":[]}
["Class","A","B","C","D","GI Equation","GI","PL","Optimum Moisture Content"]
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{"sheet":"Subgrade Treatment Chart Data","index":9,"n_rows":98,"n_cols":17,"rows_kept":98,"cut":false,"hidden":true,"merged":[]}
[null,null,null,null,null,null,"GB1",null,"Chemical Stabilization",null,"Undercut",null,"MOP","New Const.","Rehab."]
[null,null,null,null,null,null,"N","Qu","Depth","Depth","Depth",null,"Qu","Depth","Depth"]
[null,null,null,null,null,null,"blows/ft","tsf","inch","ft","ft",null,"tsf","ft","ft"]
[null,null,null,null,null,null,0,{"$f":"ROUND(G4*$D$31/2000,2)","v":0},null,null,5,null,0,4,5]
[null,null,null,null,null,null,5.5,0.69,null,null,5,null,0.5,2.6,3.5]
[null,null,null,null,null,null,5.5,0.69,16,{"$f":"I6/12","v":1.3333333333333333},3,null,1,1.2,2.2000000000000002]
[null,null,null,null,null,null,7.5,0.94,16,1.3333333333333333,3,null,2,0.5,1.2]
[null,null,null,null,null,null,7.5,0.94,14,1.1666666666666667,2,null,3,null,0.5]
[null,null,null,null,null,null,9.5,1.19,14,1.1666666666666667,2,null,4]
[null,null,null,null,null,null,9.5,1.19,12,1,1,null,4.5]
[null,null,null,null,null,null,15,1.88,12,1,1]
[null,null,null,null,null,null,20,2.5,12,1,1]
[]
[]
[]
[]
["Qu",null,"Undercut","Undercut with geogrid"]
["tsf",null,"ft","ft"]
[0,null,{"$f":"4-0.5","v":3.5},3]
[0.25,null,{"$f":"4-0.5","v":3.5},3]
[0.375,null,{"$f":"3.25-0.5","v":2.75},2]
[0.5,null,{"$f":"2.5-0.5","v":2},1.5]
[0.75,null,{"$f":"2-0.5","v":1.5},1]
[1,null,{"$f":"1.5-0.5","v":1}]
[1.5,null,1]
[2,null,1]
[3]
[]
[]
[null,null,null,"Conversion factor",null,null,"Terzaghi & Peck recommend 280N, but Sowers indicates it can vary from 200 to 400N for CL."]
[null,null,null,250,"x N = Qu (psf)"]
["Axes"]
["HP (tsf)",null,null,null,null,"N60 (blows/ft)",null,null,null,"Rut Depth",null,"Depth (inches)",null,null,null,"Vlookup for N60 L graph line"]
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[0.25,{"$f":"B$34","v":-0.3},null,{"$f":"$D$31/2000*G35","v":0.125},{"$f":"E$34","v":-0.3},null,1,0.97,{"$f":"I$34","v":-0.7},"6\"",{"$f":"K$34","v":-0.05},0.16669999999999999,null,null,null,{"$f":"G35","v":1},{"$f":"D35","v":0.125}]
[0.5,{"$f":"B$34","v":-0.3},null,{"$f":"$D$31/2000*G36","v":0.25},-0.3,2,2,1.1399999999999999,{"$f":"I$34","v":-0.7},"4\"",-0.05,0.33329999999999999,null,null,null,2,0.25]
[1,-0.3,null,0.375,-0.3,null,3,1.28,{"$f":"I$34","v":-0.7},"3\"",-0.05,0.5,null,null,null,3,0.375]
[1.5,-0.3,null,0.5,-0.3,4,4,1.5,{"$f":"I$34","v":-0.7},"2\"",-0.05,0.66669999999999996,null,null,null,4,0.5]
[2,-0.3,null,0.625,-0.3,null,5,1.875,-0.7,"1\"",-0.05,0.83330000000000004,null,null,null,5,0.625]
[3,-0.3,null,0.75,-0.3,6,6,null,null,null,-0.05,1,"12\"",null,null,6,0.75]
[4,-0.3,null,0.875,-0.3,null,7,null,null,null,-0.05,1.1667000000000001,null,null,null,7,0.875]
[null,null,null,1,-0.3,8,8,null,null,null,-0.05,1.3332999999999999,null,null,null,8,1]
[null,null,null,1.125,-0.3,null,9,null,null,null,-0.05,1.5,null,null,null,9,1.125]
["Axis Labels",null,null,1.25,-0.3,10,10,null,null,null,-0.05,1.6667000000000001,null,null,null,10,1.25]
[0,-0.7,{"$f":"J33","v":"Rut Depth"},1.375,-0.3,null,11,null,null,null,-0.05,1.8332999999999999,null,null,null,11,1.375]
[0.41,-0.7,"from Proof Roller",1.5,-0.3,12,12,null,null,null,-0.05,2,"24\"",null,null,12,1.5]
[0,-0.48,{"$f":"F33","v":"N60 (blows/ft)"},1.625,-0.3,null,13,null,null,null,-0.05,2.1667000000000001,null,null,null,13,1.625]
[0,-0.17,{"$f":"A33","v":"HP (tsf)"},1.75,-0.3,null,14,null,null,null,-0.05,2.3332999999999999,null,null,null,14,1.75]
[null,null,null,1.875,-0.3,15,15,null,null,null,-0.05,2.5,null,null,null,15,1.875]
[null,null,null,2,-0.3,null,16,null,null,null,-0.05,2.6667000000000001,null,null,null,16,2]
[null,null,null,2.125,-0.3,null,17,null,null,null,-0.05,2.8332999999999999,null,null,null,17,2.125]
[null,null,null,2.25,-0.3,null,18,null,null,null,-0.05,3,"36\"",null,null,18,2.25]
[null,null,null,2.375,-0.3,null,19,null,null,null,-0.05,3.1667000000000001,null,null,null,19,2.375]
[null,null,null,2.5,-0.3,20,20,null,null,null,-0.05,3.3332999999999999,null,null,null,20,2.5]
[null,null,null,2.625,-0.3,null,21,null,null,null,-0.05,3.5,null,null,null,21,2.625]
[null,null,null,2.75,-0.3,null,22,null,null,null,-0.05,3.6667000000000001,null,null,null,22,2.75]
[null,null,null,2.875,-0.3,null,23,null,null,null,-0.05,3.8332999999999999,null,null,null,23,2.875]
[null,null,null,3,-0.3,null,24,null,null,null,-0.05,4,"48\"",null,null,24,3]
[null,null,null,null,null,null,null,null,null,null,-0.05,4.1666999999999996]
["Horizontal Gridlines",null,null,"Vertical Gridlines",null,null,null,null,null,null,-0.05,4.3333000000000004]
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[3,0,null,0,{"$f":"$B$91","v":5},null,null,null,null,null,-0.05,4.6666999999999996]
[null,null,null,null,null,null,null,null,null,null,-0.05,4.8333000000000004]
[0,0.5,null,0.25,{"$f":"$B$61","v":0},null,null,null,null,null,-0.05,5,"60\""]
[{"$f":"A$62","v":3},0.5,null,0.25,{"$f":"$B$91","v":5}]
[]
[0,1,null,0.5,{"$f":"$B$61","v":0}]
[{"$f":"A$62","v":3},1,null,0.5,{"$f":"$B$91","v":5}]
[]
[0,1.5,null,0.75,{"$f":"$B$61","v":0}]
[{"$f":"A$62","v":3},1.5,null,0.75,{"$f":"$B$91","v":5}]
[]
[0,2,null,1,{"$f":"$B$61","v":0}]
[{"$f":"A$62","v":3},2,null,1,{"$f":"$B$91","v":5}]
[]
[0,2.5,null,1.25,{"$f":"$B$61","v":0}]
[{"$f":"A$62","v":3},2.5,null,1.25,{"$f":"$B$91","v":5}]
[]
[0,3,null,1.5,{"$f":"$B$61","v":0}]
[{"$f":"A$62","v":3},3,null,1.5,{"$f":"$B$91","v":5}]
[]
[0,3.5,null,1.75,{"$f":"$B$61","v":0}]
[{"$f":"A$62","v":3},3.5,null,1.75,{"$f":"$B$91","v":5}]
[]
[0,4,null,2,{"$f":"$B$61","v":0}]
[{"$f":"A$62","v":3},4,null,2,{"$f":"$B$91","v":5}]
[]
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[{"$f":"A$62","v":3},4.5,null,2.25,{"$f":"$B$91","v":5}]
[]
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[]
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[]
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