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IRC:SP:102-2014 Notations and Symbols 0 Angle of G^. is B. can be taken as D is internal friction of soil/fill the factored vertical stress at the offset D FS = Ultimate bearing capacity > 1.875 Mayerhoff stress 1297.49 358.71 3.62 > 1.875 O.K Hence foundation is safe against bearing capcity failure 62 5.IRC:SP: 72-2007: Guidelines for design of flexible pavements for low volume Rural Roads 6. IRC:SP: 62-2004 Guidelines for Design of Rigid Pavements for Base Requirements as per IRC: SP 20 - 2002 Minimum thickness of base: 150mm Requirements of Base Courses: Densely Compacted layers with SP. IRC:SP:77-2008. Personnel of the highways specifications and standards committee. IRC:SP:77-2008. health faciHty etc.) and economic benefits (improved transportation of agricultural produce, higher yield / acre, quick transportation of perishable 100 100. 75 88. 20 62. Volume Rural Roads' 3. IRC: SP 62-2004 'Guidelines for the Design and Construction of Cement. Concrete Pavements for Rural Roads' 4. IRC 'Specifications for Rural Roads', MoRD, 2004 5. CRRI 'Various Reports on Use of Waste Materials'. 5: Subject: Transportation Planning. † All Philips LED PAR, BR, and MR16 equivalencies for light output are based upon the Energy Star® Integral LED Lamp Center Beam Intensity Benchmark tool which can be found at: EnergyStar.gov/LEDbulbs, LED Light Bulbs for Partners, Program Requirements PDF, Page 11.

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