{"text_format":"2","workbook":"xlsx","n_sheets":1,"sheets":["Sheet1"],"not_rendered":{"charts":0,"images":0,"macros":0,"external_links":0,"defined_names":1,"comments":0,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"run_cost":"one","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":"Sheet1","index":0,"n_rows":35,"n_cols":18,"rows_kept":35,"cut":false,"hidden":false,"merged":[[6,11,9,11],[10,11,13,11],[34,4,34,17],[34,2,34,3],[3,3,5,3],[4,12,5,12],[4,16,5,16],[4,13,4,15],[3,6,5,6],[4,9,5,9],[3,9,3,12],[24,17,25,17],[10,3,13,3],[10,4,13,4],[10,8,13,8],[14,4,15,5],[10,10,13,10],[14,7,15,7],[14,8,15,8],[14,10,15,10],[10,6,13,6],[20,4,25,5],[14,6,15,6],[14,9,15,9],[16,4,16,5],[17,4,17,5],[21,15,22,15],[0,0,0,17],[2,3,2,16],[6,5,9,5],[10,5,13,5],[3,7,3,8],[3,4,3,5],[2,17,5,17],[4,4,5,4],[4,5,5,5],[4,7,5,7],[4,8,5,8],[4,10,5,10],[4,11,5,11],[3,13,3,16],[6,3,9,3],[2,0,5,1],[6,0,6,1],[10,0,10,1],[6,4,9,4],[2,2,5,2],[6,2,9,2],[10,2,13,2],[29,0,29,1],[30,0,30,1],[31,0,31,1],[32,0,32,1],[26,0,26,1],[27,0,27,1],[6,10,9,10],[6,6,9,6],[14,12,15,12],[14,15,15,15],[28,0,28,1],[20,0,25,0],[16,0,16,1],[17,0,17,1],[18,0,18,1],[19,0,19,1],[14,0,15,1],[7,0,8,0],[9,0,9,1],[11,0,12,0],[13,0,13,1],[14,2,15,2]]}
["Comparative Quality Requirements"]
[]
["Quality Parameter",null,"Units","Layer/Component",{"$nulls":13},"Remarks"]
[null,null,null,"Embankment","Subgrade",null,"Shoulders","Sub-Base",null,"Base Course",null,null,null,"Surface Course"]
[{"$nulls":4},"Subgrade","Stabilized Soil Modified/Improved Subgrade",null,"Granular Sub-Base","Stabilized Soil Sub-Base","Stabilized Soil Base Course","Base Course - WMM","Base Course - WBM","Base Course - BM","Flexible Pavement",null,null,"Rigid Pavement"]
[{"$nulls":13},"OGPC+Seal Coat","MSS","SDBC"]
["Liquid Limit (LL)",null,"%","≤ 70","≤ 50","≤ 45","≤ 50",null,null,null,"≤ 20","≤ 20"]
["Design Traffic < 1 msa","Rainfall ≤ 1000 mm",{"$nulls":5},"< 40"]
[null,"Rainfall >1000 mm",{"$nulls":5},"< 35"]
["Design Traffic > 1 msa",{"$nulls":6},"< 25"]
["Plasticity Index (PI)",null,"%","≤ 45","≤ 25","≤ 20","≤ 10",null,"≤ 6",null,"≤ 6","≤ 6"]
["Design Traffic < 1 msa","Rainfall ≤ 1000 mm",{"$nulls":5},"< 15"]
[null,"Rainfall >1000 mm",{"$nulls":5},"< 10"]
["Design Traffic > 1 msa",{"$nulls":6},"< 6"]
["Maximum Dry Density (MDD) as per standard proctor’s test",null,"kN/m3","≥ 15.20","≥ 16.50",null,"≥ 16.50","As per Design","As per Design","As per Design","As per Design",null,"As per Design",null,null,"As per Design",null,"Subject to flooding or Height > 3 M"]
[null,null,null,"≥ 14.40",{"$nulls":13},"Not subject to flooding and Height of Embankment < 3 M"]
["FDD wrt design MDD [%]",null,"%","≥ 98","≥ 100",null,"≥ 100","≥ 100","≥ 100","≥ 100","≥ 100","≥ 100","≥ 98",null,null,"≥ 98"]
["Variation of Field Moisture Content wrt OMC",null,"%","± 2","± 2",null,"± 2","-2% +1%","± 2","± 2","± 2","± 2",null,"± 1",null,null,"± 1"]
["California Bearing Ratio",null,"%",null,"≥ 5","≥ 15",null,"≥ 20","≥ 20",100,100,100]
["Free Swell Index (FSI)",null,"%","≤ 50"]
["Coarse Aggregate","Aggregate Impact Value (AIV)","%",{"$nulls":4},"≤ 50",null,null,"≤ 40","≤ 40","≤ 30","≤ 30","≤ 30","≤ 30","≤ 30"]
[null,"Flakiness Index (FI)","%",{"$nulls":4},"≤ 30",null,null,"≤ 25","≤ 25","≤ 25","≤ 25","≤ 25","≤ 35","≤ 35"]
[null,"Elongation Index (EI)","%"]
[null,"Water Absorption","%",{"$nulls":4},"≤ 2",null,null,"≤ 2","≤ 2","≤ 2","≤ 1",null,null,"≤ 5"]
[null,"Soundness by Sodium Sulphate method","%",{"$nulls":8},"<12","<12",{"$nulls":4}," To be conducted only if water absorption is more than the prescribed limits"]
[null," - Do - by Magnesium Sulphate method","%",{"$nulls":8},"<18","<18"]
["Organic Content",null,"%",null,null,"<2",null,null,"<2","<2"]
["Unconfined Compressive Strength",null,"Mpa",{"$nulls":5},"≥ 1.70","≥ 3.00"]
["Degree of pulverization",null,"%",null,null,"> 60"]
["Purity of Lime",null,"%",null,null,">70",null,null,">70",{"$nulls":8},"By weight of quick lime (CaO)"]
["Uniformity Coefficient: D60/D10",{"$nulls":7},">5"]
["BT Stripping Value",null,"%",{"$nulls":9},"≤ 5","≤ 5","≤ 5","≤ 5"]
["BT Content",null,"%",{"$nulls":9},"3.3 – 3.5",null,null,"≥ 5",null,"Foot Note 1"]
[]
[null,"Not Applicable","Foot Note1: ",null,"For non-design mixes like OGPC, MSS etc BT content should be worked out based on bulk density of the aggregate being used at site"]