cabungcal john lester b. ce 3202
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assignmentno.4Determination of areas and side widthsSubmitted by: submitted to:John lester b. cabungcal Engr. Antonio Gamboa13-48578/Ce-3202 january 20,2016
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earth works Determination ofAreas and side widths
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Problem no.1In a certain portion of road to be constructed the data were taken.
Base for cut=9m Sideslopes=1:1Base for fill=8m Sideslopes=1.5:1
①Compute the area of station 1+040.②Find the area of the station 1+100.
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Problem no.1Given:
Base of cut=9mBase of fill=8mSide slope of cut=1:1Side slope of fill=1.5:1
Required:①Area of station 1+040=?②Area of station 1+100=?
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Problem no.1Solution:
①Area of station 0+040:
②Area of station 0+100:
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Problem no.2Given the following section of an earthworks for a proposed road construction on a hilly portion of the route. The width of the road base for cut is. for allowance of drainage canals and for fill. Slide slopes for cut is 1:1 and for fill is 1:5:1.
①Compute the value of x.②Compute the area in fill.③Compute the area in cut.
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Problem no.2Given:
Base of cut=6mBase of fill=5mSide slope of cut=1:1Side slope of fill=1.5:1
Required:①Value of x=?②Area of fill=?③Area of cut=?
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Problem no.2Solution:
①Value of x: ②Area of fill:
③Area of cut:
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