{"text_format":"1","workbook":"xlsx","n_sheets":21,"sheets":["Instructions","Cover Sheet","Design Data","Foundation Depth Table","Foundation Design","B-047-1-23","B-048-1-23","B-048-2-23","B-049-1-23","B-049-2-23","B-050-1-23","B-050-2-23","B-051-1-23","B-051-2-23","B-052-1-23","B-052-2-23","B-053-1-23","B-053-2-23","B-054-1-23","B-001-1-19","C-001-0-19"],"not_rendered":{"charts":0,"images":10,"macros":1,"external_links":0,"defined_names":100,"comments":0,"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":"Instructions","index":0,"n_rows":92,"n_cols":12,"rows_kept":92,"cut":false,"hidden":false,"merged":[[34,3,34,7],[32,3,32,7],[32,8,32,39],[34,8,34,39],[86,1,86,39],[54,3,54,7],[84,1,84,39],[85,1,85,39],[56,1,56,39],[51,3,51,7],[51,9,51,39],[52,3,52,7],[52,9,52,39],[53,3,53,7],[53,9,53,39],[48,3,48,7],[90,1,90,39],[82,1,82,39],[54,9,54,39],[78,1,78,4],[78,6,78,39],[83,1,83,39],[48,9,48,39],[49,3,49,7],[49,9,49,39],[50,3,50,7],[50,9,50,39],[45,3,45,7],[45,9,45,39],[46,3,46,7],[46,9,46,39],[47,3,47,7],[47,9,47,39],[43,3,43,7],[43,9,43,39],[44,3,44,7],[44,9,44,39],[42,4,42,7],[42,9,42,39],[39,3,39,8],[39,9,39,39],[40,3,40,7],[40,9,40,39],[41,3,41,7],[41,9,41,39],[1,1,1,39],[11,1,11,39],[15,2,15,6],[15,8,15,39],[18,11,18,39],[13,1,13,39],[8,1,8,39],[12,1,12,39],[17,3,17,9],[17,11,17,39],[9,1,9,39],[10,1,10,39],[19,11,19,39],[20,11,20,39],[21,11,21,39],[22,11,22,39],[29,7,29,39],[91,1,91,39],[24,11,24,39],[25,11,25,39],[29,2,29,6],[23,11,23,39],[30,3,30,7],[30,8,30,39],[36,9,36,39],[37,3,37,7],[37,8,37,39],[31,3,31,7],[31,8,31,39],[33,3,33,7],[33,8,33,39],[38,3,38,7],[38,8,38,39]]}
[]
[null,"The noise wall design workbook consists of three main worksheets, in addition to a new worksheet that will be added through the \"Generate Boring Log\" macro for each boring listed in the \"Foundation Design\" sheet. The maximum number of borings that can be entered is 91. \nAn example project that has a total of 18 SPT is included for guidance and informational purposes only .\nEach worksheet functions independently. Entries from the \"Cover Sheet\" will be populated to the header and footer sections of the other sheets.  \n\nBEFORE PROCEEDING WITH THE ANALYSIS:  \nThis design workbook and the ODOT BDM § 800 cannot be used in the following cases:\n-\tPost Spacing greater than 24 feet.\n-\tBarrier Height greater than 20 feet.\n-\tDesign N160 less than 4 for cohesive controlled design, if Post Spacing is greater than 12 feet and if Barrier Height is greater than 16 feet for any cross slope.\n-\tDesign N160 less than 4 for granular controlled design, If Post Spacing is greater than 12 feet and if Barrier Height is greater than 16 feet and if Cross slope is less than 3.\n\nIn these cases, ODOT OGE recommends to either revising the barrier geometry to make within the limits set in the BDM figures, or performing p-y analyses to determine the minimum drilled shaft lengths using more refined loading and soil strength estimation.\n\nThroughout all of the worksheets, the backfill of the fields are color coded as follows:"]
[null,"-","Light tan",null,null,null,null,null,null,null,"User entry field."]
[null,"-","White",null,null,null,null,null,null,null,"Calculated field."]
[null,"-","Gray or blue ",null,null,null,null,null,null,null,"Table heading."]
[null,"-","Light or dark green",null,null,null,null,null,null,null,"End result."]
[null,"-","Red",null,null,null,null,null,null,null,"Indicate a problem/issue."]
[]
[null,"IMPORTANT:  "]
[null,"Each worksheet functions independently. "]
[null,"Entries from the \"Cover Sheet\" will be populated to the header and footer sections of the other sheets."]
[null,"All worksheets have a macro code that will run in the background every time the sheet is activated and will make the sheet unresponsive for less than a minute."]
[null,"Since the background macro will run everytime a sheet is selected, any copying done prior to selecting the sheet will be lost (unable to paste). Thus, its best to select the sheet that the designer wants to work on first and then copy/paste from other workbooks, if available."]
[null,"The sequence of filling out the data needs to be followed as outlined below:"]
[]
[null,"1."," Cover Sheet: ",null,null,null,null,null,"designed for the purpose of entering the general project information. \nThe table below summarizes the required input information:"]
[]
[null,null,"A.","County-Route-Section",null,null,null,null,null,null,null,"The project's locale; the transportation route number for the project's primary roadway segment; and the primary roadway segment's begin log point assigned to the project."]
[null,null,"B.",null,null,null,null,null,null,"PID",null,"Project Identification Number"]
[null,null,"C.",null,null,null,null,null,null,"Project Description",null,"General description of the project."]
[null,null,"D.",null,null,null,null,null,null,"Company",null,"The Company performing the analysis."]
[null,null,"E.",null,null,null,null,null,null,"Prepared By",null,"The preparer of the Noise Wall Design Sheet."]
[null,null,"F.",null,null,null,null,null,null,"Date prepared",null,"The date the design is performed."]
[null,null,"G.",null,null,null,null,null,null,"Checked By",null,"The name of the person whom checked the design of the Noise Wall."]
[null,null,"H.",null,null,null,null,null,null,"Date checked",null,"The date the design is checked."]
[null,null,"I.",null,null,null,null,null,null,"No. of Borings:",null,"Enter the total number of borings to be analyzed. Maximum 91 borings."]
[null,null,"Fields A and B are populated to the header of all of the other worksheets."]
[null,null,"Fields D, E and F are populated to the footer of all of the other worksheets."]
[]
[null,"2.      ","Design Data:",null,null,null,null,"designed for the purpose of entering the noise wall geometry information. All fields are user input and are populated to the \"Foundation Design\" worksheet. The print area will be set based on column “A” last used row.\nBelow is a summary of the fields:"]
[null,null,"a.","STA.:",null,null,null,null,"The stationing of each post in feet. This is a numerical field, do not include the \"+\" sign in the station.  The field is formatted to automatically add the \"+\" sign. This field must be in ascending order for the dependent fields to work properly. "]
[null,null,"b.","Post No.:",null,null,null,null,"The post number associated with the station number entered in the previous field.  This field will be used for the design recommendations under the beginning and ending post numbers."]
[null,null,"c.","Barrier \nHeight:",null,null,null,null,"The height of the barrier wall measured from the bottom of the panel to the top of the cap in feet. "]
[null,null,"d.","Post Spacing:",null,null,null,null,"The barrier post to post spacing in feet."]
[null,null,"e.","Drilled Shaft \nElev.:",null,null,null,null,"The top of drilled shaft elevation in msl feet. "]
[]
[null,"3.       ","Foundation Design:",null,null,null,null,null,null,"This worksheet is used for entering the boring information. \nBelow is a summary of the fields:  "]
[null,null,"a.","Boring ID:",null,null,null,null,"Enter the boring ID in this field. CPT boring ID's must start with the letter \"C\" and SPT boring ID's must start with the letter \"B\".\nThe \"Generate Boring Log\" code will create a new worksheet for each boring listed in this column.\nDuplicate boring IDs are not permitted and will be highlighted with red.\nAn empty row (blank cell between two boring IDs) is not permitted and will be highlighted in red)."]
[null,null,"b.","Boring STA.:",null,null,null,null,"Enter the boring station number using the noise wall alignment stationing.\nThis is a numerical field, do not include the \"+\" sign.  The field is formatted, for ease of reading/viewing, to add the \"+\" sign.  \nThis column must be in ascending order for the dependent fields to work properly."]
[null,null,"c.","Mid-Boring STA.:",null,null,null,null,null,"Calculated field, lists the borings mid point station number by using the average function."]
[null,null,"d.","Boring Elev.:",null,null,null,null,null,"Enter the boring surface elevation in msl feet."]
[null,null,"e.","Shaft Elev.:",null,null,null,null,null,"Calculated field in msl feet, the formula will lookup the nearest drilled shaft to the boring station entered in the \"Design Data\" worksheet."]
[null,null,"f.",null,"Ex. Ground Elev.:",null,null,null,null,"Enter the existing ground surface elevation in msl feet along the sound barrier basline."]
[null,null,"g.","Rock Elev.:",null,null,null,null,null,"Enter the top of rock elevation in msl feet, if encountered through drilling or otherwise known.  This is not a required field.\nThe top of rock elevation cannot be higher than boring surface elevation; an error message will ask the user to revise entry if incorrectly entered."]
[null,null,"h.","Rock UCS:",null,null,null,null,null,"Enter the Unconfined Compressive Strength Value in pounds per square inches, if tested.  This is not a required field."]
[null,null,"i.","Post Spacing:",null,null,null,null,null,"Calculated field in feet, the formula will lookup the maximum post spacing for all posts that fall between the beginning or ending barrier stations or mid-borings station from the \"Design Data\" worksheet."]
[null,null,"j.","Barrier Height:",null,null,null,null,null,"Calculated field, using the boring station, computes the maximum wall height in feet from the \"Design Data\" worksheet."]
[null,null,"k.","Cross Slope:",null,null,null,null,null,"Enter the most critical Cross Slope in feet for the station limits being evaluated. An illustration is provided below to show how to calculate the cross slope."]
[null,null,"l.","Cross Slope:",null,null,null,null,null,"Calculated in H:V, used to convert the inputted cross slope value into a slope format that is used. Per ODOT BDM Figures 802-1 & 2, any slope ≥ 8.0 will be considered \"Level\" for the calculation purposes."]
[null,null,"m.","From DS STA.:",null,null,null,null,null,"Calculated field in feet, the beginning station for the calculated drilled shaft length."]
[null,null,"n.","To DS STA.:",null,null,null,null,null,"Calculated field in feet, the ending station for the calculated drilled shaft length."]
[null,null,"o.","From Post No.:",null,null,null,null,null,"Calculated field, the beginning post number for the respective drilled shaft station numbers in the previous column."]
[null,null,"p.","To Post No.:",null,null,null,null,null,"Calculated field, the ending post number for the respective drilled shaft station numbers in the previous column."]
[null,null,"q.","Foundation Depth:",null,null,null,null,null,"Calculated field in feet, transcribed from the corresponding boring sheet."]
[null,null,"r.","Bottom of DS Elev.:",null,null,null,null,null,"Calculated field in msl feet, computed by subtracting the drilled shaft length from the top of drilled shaft elevation."]
[]
[null," Cross (Transverse) slope Illustration"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Generate Boring Log code:",null,null,null,null,"The macro code will create a new worksheet for each boring listed in the Boring ID column.  This macro will sometimes take more than a minute to complete, depending on the number of borings entered. The code will perform the following tasks:\n\n-\tCheck for the total number of borings entered in the \"Foundation Design\" sheet against the \"Cover Sheet\" and an error message will ask the user to revise the entry if inconsistencies exist. \n-\tCreates a new worksheet for each boring ID that a sheet does not currently exist for.\n-\tIf a sheet already exists for the Boring, the code will keep the existing worksheet.\n-\tDeletes the worksheets, without warning, for boring ID's that are not in the Foundation Design. \n\nMake sure all the required fields are inputted and the workbook is saved, prior to clicking on \"Generate Boring Log\" button. "]
[]
[]
[null,"SPT Log sheets:"]
[null,"The maximum number of rows in the SPT log is 25."]
[null,"Most of the fields in this worksheet are either calculated or read from the other sheets, except: "]
[null,"- Layer Depth: enter the sample layer depth in feet."]
[null,"- Soil Class: enter the ODOT Soil Classification, add \"NP\" to the end of Non-Plastic Silts and \"P\" to the end of Plastic Silts. The user can pick from the drop down menu instead of manually entering values."]
[null,"- N60: enter the blow counts corrected to hammer energy."]
[]
[]
[null,"CPT Log sheets:"]
[null,"The maximum number of rows in the CPT log is 788.  Most of the fields in this worksheet are either calculated or read from the other sheets, except:  \n-  Layer Depth: enter the sample layer depth in meters. \n-  Tip qc: cone tip resistance in MPa. \n-  Sleeve fs: skin friction resistance in kPa. \n-  Pore u2: pore water pressure in kPa. \nIn the CPT log sheets, the correlated N60 values are color scaled from low (red) to high (green) to draw the user's attention to extreme values. \n\nNOTES:\nBoth SPT and CPT design sheets will highlight in red and/or include “N/A” value for the following cases: \n-  Boring does not extend below the proposed drilled shaft elevation.\n-  Results are outside the ranges provided in the ODOT BDM § 800 and outlined above.\n"]
[null,"Evaluation of Cut/Fill/Level Cases:\nExisting ground and Top of Drilled shaft elevations are along the noise barrier alignment. Boring elevation is either at the existing ground elevation, higher elevation, or at lower than existing ground elevation. The following figures summarize these cases, based on the case being evaluated, the design sheets will assume a Fill, Cut, or Level Case:"]

{"sheet":"Cover Sheet","index":1,"n_rows":20,"n_cols":7,"rows_kept":20,"cut":false,"hidden":false,"merged":[[21,6,21,27],[22,6,22,27],[20,0,20,5],[21,0,21,5],[22,0,22,5],[20,6,20,27],[19,17,19,27],[14,6,14,27],[15,6,15,27],[16,6,16,27],[17,6,17,27],[18,6,18,27],[16,0,16,5],[12,0,12,5],[12,6,12,16],[9,0,9,5],[9,6,9,16],[10,0,10,5],[10,6,10,16],[11,6,11,27],[12,17,12,27],[13,17,13,27],[2,0,2,5],[6,0,6,27],[8,0,8,27],[7,0,7,27],[11,0,11,5],[9,17,9,27],[10,17,10,27],[0,0,0,27],[1,0,1,27],[19,0,19,5],[19,6,19,16],[13,0,13,5],[13,6,13,16],[14,0,14,5],[15,0,15,5],[17,0,17,5],[18,0,18,5],[4,0,4,27],[5,0,5,27],[2,6,2,20],[3,6,3,20],[2,21,2,27],[3,21,3,27]]}
["\nOHIO DEPARTMENT OF TRANSPORTATION\n\nOFFICE OF GEOTECHNICAL ENGINEERING\n\nNoise Wall Design"]
[{"$f":"IF(ISNONTEXT(G11),\"\",\"Instructions: \" & CHAR(10) & \"               Enter data in the highlighted cells only, all highlighted field information\" & CHAR(10) & \"               will be transferred to all other sheets. \" & CHAR(10) & CHAR(10) &  \"               These instruction lines will disappear once the prepared date is filled out.\")","v":""}]
[null,null,null,null,null,null,"LOR-90-10.76 Third Lane Widening"]
[null,null,null,null,null,null,107714]
["Structure Foundation Exploration - Noise Barrier Walls"]
["Noise Wall E\nI 90 Eastbound From Gulf Road to SR 254"]
[]
["S&ME, Inc."]
[]
["Prepared By:",null,null,null,null,null,"Shawn H. Smith, P.E."]
["Date prepared:",null,null,null,null,null,"2023-08-23"]
[]
["Checked By:",null,null,null,null,null,"Brian K. Sears, P.E."]
["Date Checked:",null,null,null,null,null,"2023-08-29"]
[]
[]
[]
[]
[]
["No. of Borings:",null,null,null,null,null,14]

{"sheet":"Design Data","index":2,"n_rows":1,"n_cols":6,"rows_kept":1,"cut":false,"hidden":false,"merged":[]}
["STA.\n(FT)","Post No.","Barrier Height \n(FT)","Post Spacing\n(FT)","Top of Shaft Elev.\n(MSL FT)",{"$f":"SUMPRODUCT(MAX(($A2:$A500<>\"\")*(ROW(A2:A500))))","v":0}]

{"sheet":"Foundation Depth Table","index":3,"n_rows":4274,"n_cols":28,"rows_kept":4274,"cut":false,"hidden":true,"merged":[[0,0,1,4],[0,7,1,11],[0,14,1,18]]}
["Granular Soil Foundation Depth Table",null,null,null,null,null,null,"Cohesive Soil Foundation Depth Table",null,null,null,null,null,null,"Case Lookup Table",null,null,null,null,null,null,null,null,null,null,null,"Granular","Cohesive"]
[]
[]
["Case","Transverse Ground Slope","N160\n(bpf)",null,"Foundation Depth [ft]",null,null,"Case","Transverse Ground Slope","N160\n(bpf)",null,"Foundation Depth [ft]",null,null,"Post Spacing (PS) [ft]","Barrier Height (H) [ft]","Combined","Case",null,null,null,null,null,null,null,"Case-Slope","Foundation Depth [ft]","Foundation Depth [ft]"]
[1,0,0,{"$f":"A5&\"-\"&B5&\"-\"&C5","v":"1-0-0"},100,{"$f":"A5&\"-\"&B5","v":"1-0"},0,1,0,0,{"$f":"H5&\"-\"&I5&\"-\"&J5","v":"1-0-0"},13.5,null,null,1,1,{"$f":"O5&\"-\"&P5","v":"1-1"},1,null,null,null,null,null,null,null,"1-0",4.5,3.5]
[1,0,1,{"$f":"A6&\"-\"&B6&\"-\"&C6","v":"1-0-1"},100,{"$f":"A6&\"-\"&B6","v":"1-0"},1,1,0,1,{"$f":"H6&\"-\"&I6&\"-\"&J6","v":"1-0-1"},13.5,null,null,1,2,"1-2",1,null,null,null,null,null,null,null,"1-5",5,3.5]
[1,0,2,"1-0-2",9,"1-0",2,1,0,2,"1-0-2",10,null,null,1,3,"1-3",1,null,null,null,null,null,null,null,"1-4",5,3.5]
[1,0,3,"1-0-3",9,"1-0",3,1,0,3,"1-0-3",10,null,null,1,4,"1-4",1,null,null,null,null,null,null,null,"1-3",5,4]
[1,0,4,"1-0-4",7.5,"1-0",4,1,0,4,"1-0-4",7,null,null,1,5,"1-5",1,null,null,null,null,null,null,null,"1-2",5.5,3.5]
[1,0,5,"1-0-5",7.5,"1-0",5,1,0,5,"1-0-5",7,null,null,1,6,"1-6",1,null,null,null,null,null,null,null,"2-0",4.5,3.5]
[1,0,6,"1-0-6",7.5,"1-0",6,1,0,6,"1-0-6",7,null,null,1,7,"1-7",1,null,null,null,null,null,null,null,"2-5",5,3.5]
[1,0,7,"1-0-7",7.5,"1-0",7,1,0,7,"1-0-7",7,null,null,1,8,"1-8",1,null,null,null,null,null,null,null,"2-4",5,3.5]
[1,0,8,"1-0-8",7.5,"1-0",8,1,0,8,"1-0-8",7,null,null,1,9,"1-9",1,null,null,null,null,null,null,null,"2-3",5,4]
[1,0,9,"1-0-9",7.5,"1-0",9,1,0,9,"1-0-9",4,null,null,1,10,"1-10",1,null,null,null,null,null,null,null,"2-2",5.5,3.5]
[1,0,10,"1-0-10",6,"1-0",10,1,0,10,"1-0-10",4,null,null,1,11,"1-11",1,null,null,null,null,null,null,null,"3-0",4.5,3.5]
[1,0,11,"1-0-11",6,"1-0",11,1,0,11,"1-0-11",4,null,null,1,12,"1-12",1,null,null,null,null,null,null,null,"3-5",5,3.5]
[1,0,12,"1-0-12",6,"1-0",12,1,0,12,"1-0-12",4,null,null,1,13,"1-13",5,null,null,null,null,null,null,null,"3-4",5,3.5]
[1,0,13,"1-0-13",6,"1-0",13,1,0,13,"1-0-13",4,null,null,1,14,"1-14",5,null,null,null,null,null,null,null,"3-3",5,4]
[1,0,14,"1-0-14",6,"1-0",14,1,0,14,"1-0-14",4,null,null,1,15,"1-15",5,null,null,null,null,null,null,null,"3-2",5.5,3.5]
[1,0,15,"1-0-15",6,"1-0",15,1,0,15,"1-0-15",4,null,null,1,16,"1-16",5,null,null,null,null,null,null,null,"4-0",4.5,3.5]
[1,0,16,"1-0-16",6,"1-0",16,1,0,16,"1-0-16",3.5,null,null,1,17,"1-17",9,null,null,null,null,null,null,null,"4-5",5,3.5]
[1,0,17,"1-0-17",6,"1-0",17,1,0,17,"1-0-17",3.5,null,null,1,18,"1-18",9,null,null,null,null,null,null,null,"4-4",5,3.5]
[1,0,18,"1-0-18",6,"1-0",18,1,0,18,"1-0-18",3.5,null,null,1,19,"1-19",9,null,null,null,null,null,null,null,"4-3",5,4]
[1,0,19,"1-0-19",6,"1-0",19,1,0,19,"1-0-19",3.5,null,null,1,20,"1-20",9,null,null,null,null,null,null,null,"4-2",5.5,3.5]
[1,0,20,"1-0-20",5.5,"1-0",20,1,0,20,"1-0-20",3.5,null,null,2,1,{"$f":"O25&\"-\"&P25","v":"2-1"},1,null,null,null,null,null,null,null,"5-0",6,4.5]
[1,0,21,"1-0-21",5.5,"1-0",21,1,0,21,"1-0-21",3.5,null,null,2,2,"2-2",1,null,null,null,null,null,null,null,"5-5",6,5]
[1,0,22,"1-0-22",5.5,"1-0",22,1,0,22,"1-0-22",3.5,null,null,2,3,"2-3",1,null,null,null,null,null,null,null,"5-4",6.5,5]
[1,0,23,"1-0-23",5.5,"1-0",23,1,0,23,"1-0-23",3.5,null,null,2,4,"2-4",1,null,null,null,null,null,null,null,"5-3",6.5,5]
[1,0,24,"1-0-24",5.5,"1-0",24,1,0,24,"1-0-24",3.5,null,null,2,5,"2-5",1,null,null,null,null,null,null,null,"5-2",7.5,5]
[1,0,25,"1-0-25",5.5,"1-0",25,1,0,25,"1-0-25",3.5,null,null,2,6,"2-6",1,null,null,null,null,null,null,null,"6-0",6,4.5]
[1,0,26,"1-0-26",5.5,"1-0",26,1,0,26,"1-0-26",3.5,null,null,2,7,"2-7",1,null,null,null,null,null,null,null,"6-5",6,5]
[1,0,27,"1-0-27",5.5,"1-0",27,1,0,27,"1-0-27",3.5,null,null,2,8,"2-8",1,null,null,null,null,null,null,null,"6-4",6.5,5]
[1,0,28,"1-0-28",5.5,"1-0",28,1,0,28,"1-0-28",3.5,null,null,2,9,"2-9",1,null,null,null,null,null,null,null,"6-3",6.5,5]
[1,0,29,"1-0-29",5.5,"1-0",29,1,0,29,"1-0-29",3.5,null,null,2,10,"2-10",1,null,null,null,null,null,null,null,"6-2",7.5,5]
[1,0,30,"1-0-30",5,"1-0",30,1,0,30,"1-0-30",3.5,null,null,2,11,"2-11",1,null,null,null,null,null,null,null,"7-0",6,4.5]
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[{"$f":"IF(F2<=0,0,F3-F4)","v":{"$error":"#VALUE!"}},{"$f":"IFERROR(MATCH(B7,INDIRECT(\"B18:B\"&C2),-1)+17,\"\")","v":""},{"$f":"IF(B3=\"\",A7/0.07,COUNTIF(INDIRECT(\"F\"&$A$3&\":F\"&B3),\"Granular\"))","v":{"$error":"#N/A"}},null,"Boring Top Elev. (ft) =",{"$f":"IFERROR(INDEX('Foundation Design'!D3:D100,MATCH(A2,'Foundation Design'!A3:A100,2)),\"\")","v":681.6},"Ex. Ground Elev.=",{"$f":"IFERROR(ROUND(INDEX('Foundation Design'!F3:F100,MATCH(A2,'Foundation Design'!A3:A100,0)),2),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,3,"Clays: clay to silty clay",1.5,"Cohesive",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR($F$3-AP2,\"\")","v":""},{"$f":"IFERROR($F$3-AQ2,\"\")","v":""},"","","","","","","","",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"BV1-2.5*BV3","v":{"$error":"#VALUE!"}}]
[{"$f":"A4/0.07","v":{"$error":"#VALUE!"}},{"$f":"A5-ROUNDDOWN(A5,0)","v":{"$error":"#VALUE!"}},{"$f":"A5-B5","v":{"$error":"#VALUE!"}},null,"Post Spacing (ft) =",{"$f":"IFERROR(ROUND(INDEX('Foundation Design'!I3:I100,MATCH(A2,'Foundation Design'!A3:A100,0)),0),\"\")","v":""},{"$f":"F3-H4","v":{"$error":"#VALUE!"}},{"$f":"IFERROR(MATCH(H4,INDIRECT(\"B18:B\"&$C$2),-1)+17,\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,1,"Sensitive fine grained",2,"Cohesive",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(MATCH(AP3,INDIRECT(\"B18:B\"&$C$2),-1)+17,\"\")","v":""},{"$f":"IFERROR(MATCH(AQ3,INDIRECT(\"B18:B\"&$C$2),-1)+17,\"\")","v":""},"","","","","","","",""]
[{"$f":"INDEX('Foundation Depth Table'!AB5:AB119,MATCH(A9,'Foundation Depth Table'!Z5:Z74,0))","v":{"$error":"#N/A"}},{"$f":"F3-A6","v":{"$error":"#VALUE!"}},{"$f":"MATCH(B6,B18:B31,-1)+17","v":{"$error":"#VALUE!"}},null,"Barrier Height (ft) =",{"$f":"IFERROR(ROUND(INDEX('Foundation Design'!J3:J100,MATCH(A2,'Foundation Design'!A3:A100,0)),0),\"\")","v":""},{"$f":"F4-H4","v":{"$error":"#VALUE!"}},{"$f":"IFERROR(MATCH(F3,INDIRECT(\"B18:B\"&$C$2),-1)+17,\"\")","v":""},null,null,null,null,null,null,null,null,null,null,"Sand/Clay Dividing Line",null,4,"Silt mixtures: clayey silt & silty clay",2,"Cohesive",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(MATCH(AP4,INDIRECT(\"B18:B\"&$C$2),-1)+17,\"\")","v":""},"","","","","","","","",""]
[{"$f":"INDEX('Foundation Depth Table'!AA5:AA74,MATCH(A9,'Foundation Depth Table'!Z5:Z74,0))","v":{"$error":"#N/A"}},{"$f":"F3-A7","v":{"$error":"#VALUE!"}},{"$f":"MATCH(B7,B18:B31,-1)+17","v":{"$error":"#VALUE!"}},null,"Transverse Slope =",{"$f":"IFERROR(INDEX('Foundation Design'!L3:L100,MATCH(A2,'Foundation Design'!A3:A100,0)),\"\")","v":""},{"$f":"VLOOKUP(H7,'Foundation Depth Table'!Q5:R484,2,)","v":{"$error":"#N/A"}},{"$f":"F5&\"-\"&F6","v":"-"},null,null,null,null,null,null,null,null,null,null,"Rf","qc (ksf)",5,"Sand mixtures: silty sand to sandy silt",3,"Granular",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(COUNTIF(INDIRECT(\"AE\"&$A$3&\":AE\"&AP6),\"Cohesive\"),\"\")","v":""},"","","","","","","","",""]
[{"$f":"IF($H$2=\"\",AP16,AP26)","v":{"$error":"#N/A"}},{"$f":"IF($H$2=\"\",AQ16,AQ26)","v":""},"","","","","","","","",2.1162166236740449,null,{"$f":"IF($A$4=0,IF(V18>0,V18,\"\"),U18)","v":{"$error":"#VALUE!"}},null,null,null,null,null,0,31.747499999999999,6,"Sands: clean sands to silty sands",5,"Granular",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(COUNTIF(INDIRECT(\"AE\"&$A$3&\":AE\"&AP6),\"Granular\"),\"\")","v":""},"","","","","","","","",""]
[{"$f":"IFERROR($G$7&\"-\"&IF($F$7=\"Level\",0,$F$7),\"\")","v":""},{"$f":"IFERROR(IF(A16=\"\",\"\",$G$7&\"-\"&IF($F$7=\"Level\",0,$F$7)&\"-\"&A$16),\"\")","v":""},{"$f":"IFERROR(IF(B16=\"\",\"\",$G$7&\"-\"&IF($F$7=\"Level\",0,$F$7)&\"-\"&B$16),\"\")","v":""},"","","","","","","",null,null,null,null,null,null,null,null,0.01,52.912499999999994,8,"Very stiff sand to clayey sand*",5,"Granular",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(COUNTIF(INDIRECT(\"AE\"&$A$3&\":AE\"&AP5),\"Cohesive\"),\"\")","v":""},"","","","","","","","",""]
["Foundation Depth (ft)",null,null,null,null,null,null,null,null,null,{"$f":"ROUND(2.5/O18,0)","v":38},null,null,null,null,null,null,null,0.02,84.66,7,"Dense sand to gravelly sand",6,"Granular",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(COUNTIF(INDIRECT(\"AE\"&$A$3&\":AE\"&AP5),\"Granular\"),\"\")","v":""},"","","","","","","","",""]
["Trial 01","Trial 02","Trial 03","Trial 04","Trial 05","Trial 06","Trial 07","Trial 08","Trial 09","Trial 10",{"$f":"ROUNDUP(K10/2,0)","v":19},null,null,null,null,null,null,null,0.03,148.155,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AP9>AP10,\"C\",\"G\")","v":"G"},{"$f":"IF(AQ9>AQ10,\"C\",\"G\")","v":"G"},"G","G","G","G","G","G","G","G"]
[{"$f":"A8","v":{"$error":"#N/A"}},{"$f":"IFERROR(IF(B8=\"\",\"\",IF(B8=100,\"N/A\",B8)),\"N/A\")","v":""},{"$f":"IFERROR(IF(C8=\"\",\"\",IF(C8=100,\"N/A\",C8)),\"N/A\")","v":""},"","","","","","","",{"$f":"17+K11","v":36},null,null,null,null,null,null,null,0.04,2116499999.9999998,{"$f":"IF(X18=\"\",\"\",IF(X18=0,\"\",IF(T18>MATCH(X18,S8:S12),\"Granular\",\"Cohesive\")))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AP11=\"C\",AP1,AP2)","v":{"$error":"#N/A"}},"","","","","","","","",""]
[{"$f":"IFERROR(IF($F$3-A12<(INDIRECT(\"C\"&$C$2)-0.5),\"N/A\",$F$3-A12),\"\")","v":""},{"$f":"IFERROR(IF($F$3-B12<(INDIRECT(\"C\"&$C$2)-0.5),\"\",$F$3-B12),\"\")","v":""},"","","","","","","","",{"$f":"C2-K11","v":579},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AP11=\"C\",AP9,AP7)","v":""},{"$f":"IF(AQ11=\"C\",AQ9,AQ7)","v":""},"","","","","","","",""]
[{"$f":"IF(A13=\"\",\"\",AP13)","v":""},{"$f":"IF(B13=\"\",\"\",AQ13)","v":""},"","","","","","","","",{"$f":"IF(OR(ISERROR($C$2),$C$2=0),\"\",IFERROR(IF(C4>=C3,A7,A6),\"\"))","v":""},{"$f":"IF(B9=\"\",\"\",IF(A14>A15,VLOOKUP(B9,'Foundation Depth Table'!$K$5:$L$2314,2,FALSE),VLOOKUP(B9,'Foundation Depth Table'!$D$5:$L$4274,2,FALSE)))","v":""},{"$f":"IF(C9=\"\",\"\",IF(B14>B15,VLOOKUP(C9,'Foundation Depth Table'!$K$5:$L$2314,2,FALSE),VLOOKUP(C9,'Foundation Depth Table'!$D$5:$L$4274,2,FALSE)))","v":""},{"$f":"IF(D9=\"\",\"\",IF(C14>C15,VLOOKUP(D9,'Foundation Depth Table'!$K$5:$L$2314,2,FALSE),VLOOKUP(D9,'Foundation Depth Table'!$D$5:$L$4274,2,FALSE)))","v":""},{"$f":"IF(E9=\"\",\"\",IF(D14>D15,VLOOKUP(E9,'Foundation Depth Table'!$K$5:$L$2314,2,FALSE),VLOOKUP(E9,'Foundation Depth Table'!$D$5:$L$4274,2,FALSE)))","v":""},{"$f":"IF(F9=\"\",\"\",IF(E14>E15,VLOOKUP(F9,'Foundation Depth Table'!$K$5:$L$2314,2,FALSE),VLOOKUP(F9,'Foundation Depth Table'!$D$5:$L$4274,2,FALSE)))","v":""},{"$f":"IF(G9=\"\",\"\",IF(F14>F15,VLOOKUP(G9,'Foundation Depth Table'!$K$5:$L$2314,2,FALSE),VLOOKUP(G9,'Foundation Depth Table'!$D$5:$L$4274,2,FALSE)))","v":""},{"$f":"IF(H9=\"\",\"\",IF(G14>G15,VLOOKUP(H9,'Foundation Depth Table'!$K$5:$L$2314,2,FALSE),VLOOKUP(H9,'Foundation Depth Table'!$D$5:$L$4274,2,FALSE)))","v":""},{"$f":"IF(I9=\"\",\"\",IF(H14>H15,VLOOKUP(I9,'Foundation Depth Table'!$K$5:$L$2314,2,FALSE),VLOOKUP(I9,'Foundation Depth Table'!$D$5:$L$4274,2,FALSE)))","v":""},{"$f":"IF(J9=\"\",\"\",IF(I14>I15,VLOOKUP(J9,'Foundation Depth Table'!$K$5:$L$2314,2,FALSE),VLOOKUP(J9,'Foundation Depth Table'!$D$5:$L$4274,2,FALSE)))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AP11=\"C\",AP10,AP8)","v":""},{"$f":"IF(COUNTIF($AP12:AQ12,AQ12)>1,\"\",IF(AQ11=\"C\",AQ10,AQ8))","v":""},{"$f":"IF(COUNTIF($AP12:AR12,AR12)>1,\"\",IF(AR11=\"C\",AR10,AR8))","v":""},{"$f":"IF(COUNTIF($AP12:AS12,AS12)>1,\"\",IF(AS11=\"C\",AS10,AS8))","v":""},{"$f":"IF(COUNTIF($AP12:AT12,AT12)>1,\"\",IF(AT11=\"C\",AT10,AT8))","v":""},{"$f":"IF(COUNTIF($AP12:AU12,AU12)>1,\"\",IF(AU11=\"C\",AU10,AU8))","v":""},{"$f":"IF(COUNTIF($AP12:AV12,AV12)>1,\"\",IF(AV11=\"C\",AV10,AV8))","v":""},{"$f":"IF(COUNTIF($AP12:AW12,AW12)>1,\"\",IF(AW11=\"C\",AW10,AW8))","v":""},{"$f":"IF(COUNTIF($AP12:AX12,AX12)>1,\"\",IF(AX11=\"C\",AX10,AX8))","v":""},{"$f":"IF(COUNTIF($AP12:AY12,AY12)>1,\"\",IF(AY11=\"C\",AY10,AY8))","v":""}]
[{"$f":"IF(A13=\"\",\"\",AP14)","v":""},{"$f":"IF(B13=\"\",\"\",AQ14)","v":""},"","","","","","","","",{"$f":"IF(ISERROR(SUMPRODUCT(--(K14=$K$14:$T$14))),2,SUMPRODUCT(--(K14=$K$14:$T$14)))","v":10},{"$f":"IF(ISERROR(SUMPRODUCT(--(L14=$K$14:$T$14))),2,SUMPRODUCT(--(L14=$K$14:$T$14)))","v":10},10,10,10,10,10,10,10,10,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(IF(AP11=\"C\",CORREL(INDIRECT(\"AC\" & $A$3 &\":AC\"&AP5),INDIRECT(\"AD\" & $A$3 &\":AD\"&AP5)),CORREL(INDIRECT(\"AC\" & $A$3 &\":AC\"&AP6),INDIRECT(\"AD\" & $A$3 &\":AD\"&AP6))),0)","v":0},{"$f":"IF(AQ14=\"\",\"\",IFERROR(IF(AQ11=\"C\",CORREL(INDIRECT(\"Q\" & $A$3 &\":Q\"&AQ5),INDIRECT(\"R\" & $A$3 &\":R\"&AQ5)),CORREL(INDIRECT(\"Q\" & $A$3 &\":Q\"&AQ6),INDIRECT(\"R\" & $A$3 &\":R\"&AQ6))),0))","v":""},"","","","","","","",""]
[{"$f":"IF(A13=\"\",\"\",ROUND(IF(AP15<0.75,MIN(INDIRECT(\"AD18:AD\" &AP17)),AVERAGE(INDIRECT(\"AD18:AD\" &AP17))),0))","v":""},{"$f":"IF(B13=\"\",\"\",ROUND(IF(AQ15<0.75,MIN(INDIRECT(\"AD18:AD\" &AQ17)),AVERAGE(INDIRECT(\"AD18:AD\" &AQ17))),0))","v":""},"","","","","","","","",1,2,3,4,5,6,7,8,9,10,null,null,null,null,null,null,null,"1st try",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AP12","v":{"$error":"#N/A"}},{"$f":"IF(COUNTIF($AP12:AQ12,AQ12)>1,\"\",AQ12)","v":""},{"$f":"IF(COUNTIF($AP12:AR12,AR12)>1,\"\",AR12)","v":""},{"$f":"IF(COUNTIF($AP12:AS12,AS12)>1,\"\",AS12)","v":""},{"$f":"IF(COUNTIF($AP12:AT12,AT12)>1,\"\",AT12)","v":""},{"$f":"IF(COUNTIF($AP12:AU12,AU12)>1,\"\",AU12)","v":""},{"$f":"IF(COUNTIF($AP12:AV12,AV12)>1,\"\",AV12)","v":""},{"$f":"IF(COUNTIF($AP12:AW12,AW12)>1,\"\",AW12)","v":""},{"$f":"IF(COUNTIF($AP12:AX12,AX12)>1,\"\",AX12)","v":""},{"$f":"IF(COUNTIF($AP12:AY12,AY12)>1,\"\",AY12)","v":""}]
["Layer\nNo.","Top\nElev.\n\n(ft)","Bottom\nElev.\n\n(ft)","Layer\nDepth\n\n(m)","Tip \nqc\n\n(MPa)","Sleeve \nfs\n\n(kPa)","Pore \nu2\n\n(kPa)","Soil\nType\n","N60\n\n(bpf)","Moving \nAv.\nN60\n(bpf)","CN","N160\n\n(bpf)","Adj.\nN160\n\n(bpf)",null,"Layer\nThickness\n(ft)","γtot\n\n(pcf)","γ′ \n(eff.)\n\n(pcf)","σv\n\n(psf)","σ'v\n\n(psf)","Tip qc\n(ksf)","Sleeve fs\n(ksf)","Pore u2\n(ksf)","Corrected\nTip qt\nqt = qc + u2 (1 – an)\n(ksf)","Friction\nRatio\nRf","Normal Friction Ratio Fr\nFr= (fs/(qt – σvo)) x 100%","Normal  Cone Resist. \nQtn","Behavior  Type Index Ic\nIc = ((3.47 - log Qtn)2 + (log Fr + 1.22)2)0.5","Layer\nDepth \nmeter to feet\n(ft)","Depth\n Cut\nFill\n\n(ft)","N60\nCut\nFill\n\n(bpf)","Soil\nClass","Depth\nFrom Top Shaft to Bottom Layer\n(ft)","σv\nEntire Layer\n(psf)","    σ'v\nEntire Layer\n(psf)","stress exponent\nn\nn = 0.381 (Ic) + 0.05 ('vo/pa) – 0.15","correction factor\nCn","IC","Qtn","Normal Friction Ratio Fr\nFr= (fs/(qt – σvo)) x 100%","(qc/pa)/N60",null,{"$f":"IF(AP16<>\"\",IF(AP11=\"C\",AP5,AP6),\"\")","v":{"$error":"#N/A"}},{"$f":"IF(AQ16<>\"\",IF(AQ11=\"C\",AQ5,AQ6),\"\")","v":""},"","","","","","","","",null,"B=Ex G\nDepth\nLevel","B=Ex G\nN60\nLevel","Soil\nType","B=Ex G\nDepth\nFill","B=Ex G\nN60\nFill","Soil\nType","B=Ex G\nDepth\nCut","B=Ex G\nN60\nCut","Soil\nType","B>Ex G\nDepth\nLevel","B>Ex G\nN60\nLevel","Soil\nType","B>Ex G\nDepth\nFill","B>Ex G\nN60\nFill","Soil\nType","B>Ex G\nDepth\nCut","B>Ex G\nN60\nCut","Soil\nType","B<Ex G\nDepth\nLevel","B<Ex G\nN60\nLevel","Soil\nType","B<Ex G\nDepth\nFill","B<Ex G\nN60\nFill","Soil\nType","B<Ex G\nDepth\nCut","B<Ex G\nN60\nCut","Soil\nType"]
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