3. The Stationing of PC, PT, PC2, PCC, PT2, PC3, PRC, PT3 and End of Project

Q: Given the following data of a vertical parabolic curve: Northings 21463.383 Eastings 22505.202…

A: Station of PC = 0 +210

Q: I and IY are urve where X and Y are tangents for a railroad circulor Fangent points. Given nat x…

A: I have solved your problem.

Q: For a highway curve, R will be rounded off to the nearest multıple of 10 m. Field measurements show…

A:

Q: A loop traverse ABCDE with a bearing on course DE of S 71 degree 42 minutes 15 seconds E, and the…

A: Given: ∠A=60°53'30''∠B=215°58'00''∠C=65°10'10''∠D=110°∠E=86°58'00'' To  find; Angular error  and…

Q: A N 65° E back tangent line intersects a S 85°E forward tangent line at point “PI.” The BC and the…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…

Q: = A highway survey PI falls in a pond, so a cut off line AB= 275.21 ft is run between the tangents.…

A: Degree of curve = 4o30'Angle A = 16o 28'Angle B = 22o16'AB= 275.21 ft station of A = 54 +…

Q: DO ONLY PART 3 Coordinates of Intersecting Points Length of Chord of the First Simple Curve is…

A: The Stationing of PC, PT, PC2, PCC, PT2, PC3, PRC, PT3 and End of Project: To find the stationing of…

Q: A Compound Circular Horizontal Curve Have :, A ₁ =42° 16`, E ₂ =38.08 m · AZP.CP.1=62°12` AZP. →…

A:

Q: Same situation as provided in the question in the image shared. Suppose the spiral curve is…

A: Given data: Length of the spiral curve=230 ft Normal crown rate = 2.5% Design Speed, V = 50 mph…

Q: A Compound Circular Horizontal Curve Have :, A1 =42° 16` , E2 =38.08 m AZp.c → P.J=62°12 AZp → P.I=…

A: Data is as given

Q: set from the long chord to the 5th station and its distance along the Long chord from P.C. Provide…

A:

Q: Compute the slope at point C.

A: Use moment area method

Q: setting out of curve by perpendicular offsets from long chord lines when deflection angle of 22°48';…

A:

Q: Situation 1: The back and forward tangent of a parabolic and 3%, respectively. The station of their…

A: back and forward tangents = -5% and 3%Intersection station = 30+194mIntersection elevation =…

Q: A highway survey PI falls in a pond, so a cut off line AB= 275.21 ft is run between the tangents. In…

A: Degree of curve = 4°30' Angle A = 16°28' Angle B = 22°16' Station of A =54 + 92.30

Q: ance between points A and B is 20m, while the long chord is Which of the following gives the nearest…

A: Given:- deflection angles of A and B=4o15' and 9o15' L=120m stationing of PI=80+060 To find:-…

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

A: Multiple questions As per our guidelines we are supposed to answer?️ only one question. Kindly…

Q: Given the following relationships Deflection angle = 16°38’ R=350 m P.I. @6+025.42 Compute the…

A:

Q: What is the deflection angle from P.C. to point A on the curve? Also Evaluate the length of curve…

A: Answer  We are given R = 650 m Angle of Intersection ∆ = 60o  We know that Deflection angle is given…

Q: he following are bearings taken on a closed loop traverse. Compute the interior angles and correct…

A: The bearing is always below then the 90 degree and the bearing is always measure either from north…

Q: Q/ on the (+ profile) vertical vertical curve. The table below represents the reading of the ruler…

A: Station back sight Intermediate sight Fore sight height of instrument  elevation Remark 0+00 4.365…

Q: In the figure shown AB = 103.20m with A at Station 10+158.93. The angle VAC is 15O21’ and angle VBC…

A:

Q: TRAVERSE. A five-sided closed tra- proceeds in a clockwise direction and the angle to follows; 5.…

A: Given data in question  closed traverse  Measured angles Right direction traverse To find out  Error…

Q: A highway survey Pl falls in a pond, so a cut offline AB-275.21 ft is nun between the tangents. In…

A: Degree of curve = 4o30' Angle A = 16o 28' Angle B = 22o16'

Q: Super-elevation is inversely proportional to the length of spiral curve

A:

Q: DO ONLY PART  Coordinates of Intersecting Points Length of Chord of the First Simple Curve is…

A: As per our guidelines, we are supposed to answer only one question. Kindly post other questions as…

Q: The deflection angles of two intermediate points A and B on a highway curve are 4015' and 9015…

A: Given data: Deflection angle at A=4°15'Deflection angle at B=9°15'Chort distance between AB=20…

Q: b) Rotation of a cross-section in point B 1₁ 1 9,1 B

A:

Q: Problem 1. A simple curve have tangents AB and BC intersecting at a common point B. AB has an…

A: Given:- I=Angle of intersection=230o-180oDegree of curve=4oRadius=17194=429.5 m

Q: 2. The lost ABCDEFGH is a closed traverse (clockwise) in the form of a regular octagon. If the…

A: according to bartleby policy I can answer first 4 questions only. please re-upload the remaining…

Q: The long chord from the point of curvature to the point of tangency of a compound curve is 571.4…

A: Figure is as shown

Q: Two Straight lines AB and BC intersect at chainage 7827 m, the deflection angle being (49)ᴼ . It is…

A: Let, us assume length of chain used is 30m So by this designation of curve is R=1720D Where R is…

Q: 39. The external distance of a simple curve is 10.20m, and has a central angle of 36° 40'. Find the…

A:

Q: Fundamentals of Surveying: Please show your solution. 3.) A simple curve has 337m radius and 64°…

A: Given :Simple Circular Curves                                            Radius =337m…

Q: For the PI Inaccessible problem: Sta. X = 75+50.00, XY =800.00 ft, angle x = 35°00'00", angle y…

A: Given; Sta. X = 75+50.00 XY = 800.00 ft. angle X = 35 DEGREE angle Y = 30 DEGREE Radius for the…

Q: Given the following horizontal curve: PI = 104+50.00 | = 8°0'0" D= 2°0'0" a) Compute the PC and PT…

A: Given I=8°0'0''The distance from PI to long chord=Sum of External Distance+mid…

Q: (Q3) Compute the coordinate of the station 15+00 in a circular curve with a radius equal 458.88 m,…

A:

Q: Problem no. 4: The common tangent BC of the reverse curve is 300m and has a bearing of 543°E. AB is…

A: Station at V [B] = 1 + 110 T1 + T2 = 500m R1 = 700m

Q: n . I will upvote you

A: PC station =PISTA-Tangent

Q: A highway survey PI falls in a pond, so a cut off line AB= 275.21 ft is run between the tangents. In…

A:

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.