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Using IRC: 37 - 1984 “Guidelines for the Design of Flexible Pavements” and the following data, choose the total thickness of the pavement.No. of commercial vehicles when construction is completed= 2723 veh/dayAnnual growth rate of the traffic = 5.0%Design life of the pavement = 10 yearsVehicle damage factor = 2.4CBE value of the subgrade soil = 5%Data for 5% CBR valuea)620 mmb)640 mmc)670 mmd)700 mmCorrect answer is option 'C'. Can you explain this answer? for GATE 2024 is part of GATE preparation. The Question and answers have been prepared
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the GATE exam syllabus. Information about Using IRC: 37 - 1984 “Guidelines for the Design of Flexible Pavements” and the following data, choose the total thickness of the pavement.No. of commercial vehicles when construction is completed= 2723 veh/dayAnnual growth rate of the traffic = 5.0%Design life of the pavement = 10 yearsVehicle damage factor = 2.4CBE value of the subgrade soil = 5%Data for 5% CBR valuea)620 mmb)640 mmc)670 mmd)700 mmCorrect answer is option 'C'. Can you explain this answer? covers all topics & solutions for GATE 2024 Exam.
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Here you can find the meaning of Using IRC: 37 - 1984 “Guidelines for the Design of Flexible Pavements” and the following data, choose the total thickness of the pavement.No. of commercial vehicles when construction is completed= 2723 veh/dayAnnual growth rate of the traffic = 5.0%Design life of the pavement = 10 yearsVehicle damage factor = 2.4CBE value of the subgrade soil = 5%Data for 5% CBR valuea)620 mmb)640 mmc)670 mmd)700 mmCorrect answer is option 'C'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of
Using IRC: 37 - 1984 “Guidelines for the Design of Flexible Pavements” and the following data, choose the total thickness of the pavement.No. of commercial vehicles when construction is completed= 2723 veh/dayAnnual growth rate of the traffic = 5.0%Design life of the pavement = 10 yearsVehicle damage factor = 2.4CBE value of the subgrade soil = 5%Data for 5% CBR valuea)620 mmb)640 mmc)670 mmd)700 mmCorrect answer is option 'C'. Can you explain this answer?, a detailed solution for Using IRC: 37 - 1984 “Guidelines for the Design of Flexible Pavements” and the following data, choose the total thickness of the pavement.No. of commercial vehicles when construction is completed= 2723 veh/dayAnnual growth rate of the traffic = 5.0%Design life of the pavement = 10 yearsVehicle damage factor = 2.4CBE value of the subgrade soil = 5%Data for 5% CBR valuea)620 mmb)640 mmc)670 mmd)700 mmCorrect answer is option 'C'. Can you explain this answer? has been provided alongside types of Using IRC: 37 - 1984 “Guidelines for the Design of Flexible Pavements” and the following data, choose the total thickness of the pavement.No. of commercial vehicles when construction is completed= 2723 veh/dayAnnual growth rate of the traffic = 5.0%Design life of the pavement = 10 yearsVehicle damage factor = 2.4CBE value of the subgrade soil = 5%Data for 5% CBR valuea)620 mmb)640 mmc)670 mmd)700 mmCorrect answer is option 'C'. Can you explain this answer? theory, EduRev gives you an
ample number of questions to practice Using IRC: 37 - 1984 “Guidelines for the Design of Flexible Pavements” and the following data, choose the total thickness of the pavement.No. of commercial vehicles when construction is completed= 2723 veh/dayAnnual growth rate of the traffic = 5.0%Design life of the pavement = 10 yearsVehicle damage factor = 2.4CBE value of the subgrade soil = 5%Data for 5% CBR valuea)620 mmb)640 mmc)670 mmd)700 mmCorrect answer is option 'C'. Can you explain this answer? tests, examples and also practice GATE tests.