please include illustrations. ASAP Traverse lines MN, NO, OP are center lines of a portion of a proposed highway. Respectively the bearings and distances are; MN due North, 277.60 m; NO N 26°40°E, 107 m; OP N 61°40° E, 200 m. A previously designed compound curve connected these three tangent lines with the PCC at a station 2+012.00. It is desired to revise the system into a single circular curve that will still be tangent to the three lines. a. Determine the radius of the simple curve b. Determine the stationing of the new PC if station N is at 1+975 c. Determine the stationing of the new PT

Q: A reverse curve connects two tangents which converged at an angle 30°. The direction of the second…

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Q: A Compound circular curve have: - R1= 290.75 m, Ai= 40' 14', C:= 175 m, - 27 40', Stat. P.C. = 50 +…

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Q: ersects the curve highway route BC as shown in the figure. Distances on he route are measured along…

A: According to given data  A straight railroad AL intersects the curve highway route BC as shown in…

Q: A simple curve of the proposed highway extension have a direction of tangents AB with a bearing S…

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

A: Reverse curve with data is given above and it has been asked to determine the station of P. T.

Q: 2 existing highways are to be connected by a simple curve of 2° (100m  arc basis). The first highway…

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

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Q: The common point in a reversed curve O PC PCC PRC SC

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Q: In (Figure 1), a single circular highway curve (arc definition) will join tangents XV and VY and…

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Q: The line connecting PC to PT is equal to 115 m. If this line makes an angle of 12.5° with the back…

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Q: The dire Line Azimuth Length (m) АВ 46°, 9'00" 187.6 BC 85°, 28' 00" 148.1 CD 110°, 55'00" 103.2

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Q: PC1 PI1 0+000 Lct PT1 R1 11 STATION NORTHINGS EASTINGS 0+000 11475.55 8927.24 PC2 9291.91 9546.66…

A: To Determine Table 3 ( The Stationing of PC, PT, PC2, PCC, PT2, PC3, PRC, PT3 and End of Project)…

Q: A 2° chord basis curve is to connect two tangent lines whose bearing are N32°15'18"E and…

A: The radial bearing from tangent line is a perpendicular bearing.

Q: D A horizontal curve with P.C. is stationed at 3+025.42 and having a radius of 120m. A property line…

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Q: 24.19 Two diverging tangents AV and CV with an angle of intersection AVC of 38°, are to be connected…

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Q: 1. You are traversing along a centerline, (S 45° 00' E), at Station 1+50, you establish a BC, for a…

A: To Determine Length T1 and T2 of the given compound curve.

Q: The line connecting PC to PT is equal to 122.5 m. If this line makes an angle of 14.75° with the…

A: Given data,  Line connecting PC to PT = 122.5 m Back tangent angle = 14.75° Forward tangent angle =…

Q: A horizontal curve with P.C is stationed at 3+025.42 and having a radius of 120 m. A property line…

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Q: A simple curve of the proposed highway extension have a direction of tangents AB due North and BC…

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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: ute Surveying

A: PVCSTA=PVISTA-L2=1000-L2PVCELV=PVIELV-G1L2=20-0.07L2Equation is…

Q: Provide illustration and complete solution. The azimuth from North of lines AB and BC are 330° and…

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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: Situation 1] A circular road is proposed to be laid out with tangent AB whose bearing is N87054'E…

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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: 2. In the figure shown AB = 103.20m with A at Station 10+158.93. The angle VAC is 15021' and angle…

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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: A Compound circular curve have: - R1= 290.75 m, A= 40' 14', C:-175 m, - 27' 40', Stat. P.C. = 50 +…

A: To Determine 1- Stations of main points. 2- Coordinates of PI, PT, PCC

Q: A Compound circular curve have: - R1= 290.75 m, A 40' 14', C:=175 m, A2 27 40', Stat. P.C. = 50 +…

A: To Determine 1- Stations of main points. 2- Coordinates of PI, PT,  PCC Azimuth of PC-PCC = 275°22'…

Q: In a compound curve, the line connecting the P.I. at point V and the P.C.C. is an angle bisector. AV…

A: AV = 270mBV= 90mstationing of A = 6 + 421 stationing of B is 6 + 721To find:-a.Compute the radius of…

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: IOT is the vertical distance between which of ?the following two curves Recession curve and storage…

A: IOT stands for Infiltration Opportunity Time or Intake Opportunity Time.

Q: upan For a sag vertical curve shown in the figure bel- Sta. 7+00 -2.3%

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Q: 2. Given lines AB, BC, and CD as shown in the tabulated data. A reverse curve with a common radius…

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Q: För a proposed highway curve with a radius of 500.00 meters, the point of curvature (PC) or…

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Q: 2 existing highways are to be connected by a simple curve of 2° (100m arc basis). The first highway…

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Q: A simple curve of the proposed highway extension have a direction of tangents AB due North and BC…

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Q: Answer fast

A: L = π * R * D / 180where:L is the length of the curve (m)R is the radius of the curve (m)D is the…

Highway Surveys and Location

Surveying is an operation in the civil engineering domain that requires collecting and identifying data regarding an area of land and topography. The data that is collected can be helped to plan and undertake the construction process. Civil engineers perform surveys to gather three-dimensional information regarding a particular area. Engineers specify several points on the surface of the earth and relationship between points, and the distance and angles between the points are evaluated. The data from this evaluation guides in drawing plans regarding buildings and structures.