Given an equal tangent vertical curve, in feet, with the following known information: STA A (Beginning of Curve) = 15+00 Elevation A = 80.00 feet L = 1000.0 feet G1 = +3.00% and G2 = +2.00% What is the elevation of station 21+00, in feet?

Q: In a certain road construction undertaken by the Bureau of Public Highway it was decided to connect…

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Q: Compute the passing sight distance available given a 435-ft curve, grades of g₁=+2.00% and 92 =…

A: Curve length, L = 435 fth1 = 3.25 fth2 = 4.50 ftg1 = 2 %g2 = -1.5 %VPI at station 96+80Elevation =…

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: Part of a 300 m long vertical curve road connecting a rear tangent mile (+1.92%) and a front tangent…

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Q: Given a horizontal simple curve of 4 m, an intersection angle of 32 degrees, and the PI station of 1…

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

A: g1 = -2.00%g2= +3.00%L = 500ftVPI station, Elevation of VPI, To find: Elevation of full stations.

Q: Problem 2: Provide Illustrations and complete solution A forward tangent having a slope of -4%…

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Q: Šituation: Simple curve connects two tangents XY and YZ The survey data are the following: Bearing…

A: Station of Point of curvature, PC =4+288.4Station of point of intersection, PI =4+360.2Tangent…

Q: A 500-ft curve, grades of g₁ = +1.50 % and g₂ = -2.50%, VPI at station 96 + 80 and elevation 841.26…

A: The initial grade of the curve = 1.5%The final grade of the curve = -2.50%The station of point of…

Q: If vertical curve #2 has an L=800 feet, what is the elevation of station 27+00? VC 1, PVI=21+72.41,…

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Q: A 5°30' curve intersects a property line CD at point D. The back tangent intersects the property…

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Q: Given a horizontal simple curve of 431 m, an intersection angle of 32 degrees, and the PI station of…

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Q: Tangents having an upgrade of +6.5% and a downgrade of -3% intersecting at sta. 20+800 at elevation…

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Q: 1. A symmetrical parabolic pass through a point of the intersection is 197m 1). Determine the length…

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Q: A 500-ft curve, g₁ = -2.00%, 92 = +3.00%, VPI station = 98 + 10, VPI elevation = 5388.26 ft,…

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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 curve of a 2nd grade highway in plain area, the angle aR = 13° 21'36", the radius R=500m,…

A: Tangent Distance= R Tan∆2=500 Tan13°21'36''2= 58.559 m Length of the curve = 2πR∆360= 116.563 m

Q: Compute the passing sight distance available given a 440-ft curve, grades of ₁₂ Express your answer…

A: The sight distance available from a point is the distance along the road surface over which a driver…

Q: Compute the first three entries in a table for setting out the following vertical curve, at…

A: Length of curve = L L = KA K = 55 A = g1 - g2 = 1.5 + 1.6 = 3.1 L = 55 X 3.1 = 170.5 m

Q: Situation 3: An 80 simple curve connecting two tangents that intersect at an angle of 880 is to be…

A: Given, Degree of simple curve, D1=8°Intersection angle=88°Degree of compound curve, D2=3°6º end…

Q: A-2.5% grade meets a +2.50% grade at station 4 + 200 and elevation 162.657 m, 180-m curve, stakeout…

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Q: elevation 854.00 ft at station 20 + 50. Field conditions require a highway curve to pass through a…

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Q: Horizontal highway curve: Given PI at 95 + 54.78, Δ = 24°28’, and D = 5°30’, compute the deflections…

A: Given, PI at 95 + 54.78 Δ = 24°28’ D = 5°30’, To determine, Deflections to the nearest second for…

Q: The azimuth of tangents through PC, PRC, and PT of a reverse curve are 240°, 270°, and 250°,…

A: To Determine a. the stationing of PRC. b. the stationing of PT.

Q: Field conditions require a highway curve to pass through a fixed point. Compute a suitable…

A: g1= -2.50%g2= + 1.50%PVI Elevation = 868 ft and station = 22+00Fixed elevation, y = 872 ft and…

Q: Compute the first three entries in a table for setting out the following vertical curve, at…

A: Given data: Incoming slope = 1.8 = g1 Outgoing slope = -1.2 = g2 RL = 300M

Q: please expain the bearing calculation to feet

A: Solutions and final answer abd sketch of curve are provided in the image thank you.Explanation:

Q: För ån equal tangent vertical curve g1 = -4%, g2 = +3%, L = 300.00 ft, BVC Station = 10+00.00, BVC…

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Q: A Compound circular curve have: - RI = 290.75 m, A1= 40 14', C2=175 m, 2= 27 40', Stat. P.C. = 50 +…

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Q: QUESTION 6 For a horizontal curve with the following pargmeters what is the station of the PT? Give…

A: Horizontal Curve: The horizontal curve occurs at the intersection of two highways. The curve which…

Q: topic: fundamentals of surveying A 3% ascending grade meets a 5% descending grade at station 2+110…

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Q: What is the intersection angles of curve 2? What is the length of the curve 2? What is the degree of…

A: Given- Radius of curve 1, R1=400 m Radius of curve 2, R2=850 m Tangent length of curve 1,…

Q: Compute full-station elevations for an unequal- tangent vertical curve to fit the requirements…

A: Given data: Grade, g1=+2.25% Grade, g2=+3.75% Station at VPI, 62+00 Elevation at VPI, EVPI=838 ft…

Q: Grades of g₁ = -2.25% and 92 = +1.75 %, VPI elevation 750.00 ft at station 30 + 00. Fixed elevation…

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Q: Horizontal highway curve: Given PI at 95 + 54.78, Δ = 24°28’, and D = 5°30’, compute the deflections…

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Q: 24.14 Railroad curve with T 300.00 ft, D. 230', and PI station 48+ 00.00 24.13 Highway curve with T=…

A: Dc=2o30''   T=300 ft,  PI=48+00.00R=5729.6Dc=527362.5=2291.84 ftR=2291.84 ftTangent…

Q: at the end of the curve lies at Station 18+533.71 and elevation 172.06 meters. The grade of the back…

A: Find…

Q: ft Given the following vertical curve data: PVI at 7 + 25.712, L= 100, g1 = -3.2%, 82 = +1.8%, and…

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Q: Surveying

A: Usibg relation :L=NS22H1+H2H1=eye level=1.5mH2=asphalt level=0

Q: A 3% ascending grade meets a descending grade at the vertex at sta. 20+100 and at elevation 120 m.…

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Q: Grades of g = -2.50% and 9₂ = +1.50 %, VPI elevation 870.00 ft at station 22 +00, and a fixed…

A: Grade of g1=-2.5%, and g2=+1.5%, VPI elevation 870 ft at station 22+00, and a fixed elevation 874+00…

Q: Q1: The figure below represents a circular curve having coordinates given in the Table The…

A: It is given a circular curve having coordinates as given.

Q: A 3% ascending grade meets a descending grade at the vertex at station 2+050 and elevation 100m with…

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Q: Compute and tabulate the data necessary to stake, by tangent offsets, the full- stations of a…

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Q: STATION NORTHINGS 0+000 11475.55 PI1 11478.80 11179.37 P12 P13 10804.76 P14 10512.37 V1 11245.48 V2…

A: Length of a chord is 132.24 mDegree of curve = 8 degreesDeflection angle = 15028'To DetermineTable…

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