Horizontal highway curve: Given PI at 95 + 54.78, Δ = 24°28’, and D = 5°30’, compute the deflections to the nearest second for the full stations (means stations 94+00, 95+00, 96+00, etc.) as well as for the beginning and end of the curve.

Q: A REVERSE CURVE has non-parallel tangents. The common tangent of the reverse curve has a length of…

A:

Q: A 500-ft curve, 9₁ = -2.00%, 9₂ = +3.00 %, VPI station = 98 + 10, VPI elevation = 5388.26 ft,…

A: g1 = -2.00%g2= +3.00%L = 500ftPvi elevation = 5388.26ftPvi station = 98+10To find:Elevations

Q: given a horizontal simple curve of 459 m, an intersection angle of 32 degrees, and the PI station of…

A:

Q: Which of the following is not a special curve combination that can be implemented into the…

A: Option 4 is correct  Spiral curve spiral

Q: Given the radius (R) of a horizontal curve = 2864.79' What is the degree of curve (Daº) ? Answer in…

A: GIVEN DATA   Radius  R = 2864.79 ' To calculate degree of curve   =?

Q: A 500-ft curve, 91 = -2.00%, g2 = +3.00 %, VPI station = 98 + 10, VPI elevation = 5388.26 ft,…

A: g1 = -2.00%g2= +3.00%L = 500 ftPVI elevation = 5388.26 ftPVI station = 98+10

Q: Horizontal highway curve: Given Pl at 10 + 71.78, A = 36°10'30", and R = 1,150 ft, compute the…

A: Given Radius 1150 ftAngle 36°10`30``To find out Deflections

Q: wo straight tangents of a two-line highway intersect at point B. The tangents have azmuths of 270…

A: azmuths- 2700 and 1100  Radius - 7300 ft To find - a)the tangent lengths b)the length of curve c) PI…

Q: The perpendicular distance between two parallel tangents of a reverse curve is 35m . The azimuth of…

A: I1=300-270=30oI1=I2=30oT1=R2TI12T1=40.192 msin…

Q: For the PI Inaccessible problem: Sta. X = 70+00.00, XY =800.00 ft, angle x = 35°00'00", angle y =…

A: Sta. X = 70+00.00XY = 800.00 ftAngle X = 35Angle Y = 30The radius for the simple curve = 1000 ftTo…

Q: A 500-ft curve, 9₁ = -2.00%, g₂ = +3.00%, VPI station = 98 + 10, VPI elevation = 5388.26 ft,…

A: Given data: Elevation of PVC Station of PVC PVT station

Q: Given a simple circular curve, in feet, with the following known information: o |= 35°25'30" o Da =…

A:

Q: Vertical highway curve: Given PVI at 128 + 00, L = 1,000 ft, g1 = -5%, g2 = +4%, and PVI elevation =…

A:

Q: Tabulate the deflection angles and total chords on full (+00) and half (+50) stations to lay out the…

A:

Q: Find the distance between the two parallel tangents. If BC is at station 2+360.20, find the…

A: sstationing of PRC = stationing of BC + curve length ( l1…

Q: Assuming a reverse curve with the following parameters: Tangent @ Curve 1 = 40m Deflection Angle…

A: Tangent @ Curve 1 = 40 m Deflection Angle from PC to PRC = 60 degrees Stationing of the PC = 0+000…

Q: For a highway curve with D₁ = 5°00', I = 20°30', and Pl station = 63+ 25.53 ft, calculate the…

A: Step 1:Step 2:Step 3:Step 4:Step 5:Step 6:

Q: Given a simple circular curve, in feet, with the following known information: = 30°45'00" o Da =…

A:

Q: A reversed curve with diverging tangents is to be designed to connect three traverse lines for a…

A:

Electronic Spreadsheet

Tabular listing has many advantages ranging from time management to efficient scheduling of tasks. Electronic spreadsheets allow the user to tabulate and analyze data, using its easy-to-use interface. An electronic spreadsheet is a staple application used among accountants, management staff, and IT professionals. It is used in various sectors worldwide for data management. An electronic spreadsheet is a system and computer software that could be used to do numerical computations automatically. Spreadsheet application programs are often organized as a table with rows and columns. Each row and column intersect to form a cell, which may be used to store data. These data can take the form of a written label, a number, or a formula that combines information from other cells.