Vertical Curve Given: g1 = + 4% g2 = -2% BVC Station = 12+00 BVC Elevation = 120.00' L = 800.00' What is the EVC Station? 16+00 20+00 21+00 17+00

Q: Using Centroid by Integration, determine the x- and y-coordinates of the centroid of the shaded…

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Q: Q3: Calculate the true differenc between points (A&B), then correct the staff reading at point (B)…

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Q: Missing data Length Bearing АВ 102.84 N 54d 47m E BC ? S 44d 46m E CD 77.25 S 54d 21m W

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Q: 24 / 9 \div 21 / 5

A: Calculate 21/5. The numerator and denominator do not have common factors to simplify.  Calculate…

Q: Compute adjusted forward bearings of the following open traverse;

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Q: From point "O", point "B" bears N12 28'01"E, and point "A" bears S 04°22'00" E. is the angle BOA…

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Q: Offset Point A Stationing 0.00 Offset 12.6 B 0 + 54.80 34.2 C 1+ 38.88 54.2 D 2+ 13.02 85.4 E…

A: Offset PointABCDEFGStationing0.000 + 54.801 + 38.882 + 13.022 + 98.743 + 47.824 +…

Q: P-400 of 2005

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Q: HW-1-: The coordinates of traverse stations of a closed traverse ABCDE are given in Table below,…

A: solution  consider the given coordinates and use cross coordinate method to find the area of the…

Q: POINT NORTH/SOUTH DEGREES MINUTES EAST/WEST DISTANCE (M) 0-1 19 21 E 530.49 1-2 N 81 21 w 23.59 2-3…

A: Given, POINT LENGTH (L) BEARING (θ) LATITUDE=Lcosθ DEPARTURE= Lsinθ 0-1 530.49 S19°21'E -500.52…

Q: Is the formula for Cc = 0.007(LL-10) ?

A: I have explained which formula is used in that given problem  Please go through it i have also…

Q: ?What is the elevation of point BM1 in the below table if you know that the elevation of BM2 is…

A: Explained below

Q: Determine the y-coordinate of the centroid of the shaded area. 0.37h 54 --x Answer:F =

A: To find y coordinate of centroid

Q: A G TABLE 2 d₁ d7 B F 7 de d2 TABLE 1 2 65 3 ds d3 C d4 E FIELD DATA: GROUP 2 Table 1 INCLUDED ANGLE…

A: Solution: Table 1: Computed Angle: θ=2sin-1chord length2 length of side Correction for angle:…

Q: 17. Referring to Fig. FOS-SP-008, the observed interior angles are: A = 100°45'37", B = 231°23'43",…

A: To compute Corrected interior Angles of the Traverse.

Q: Station 10+50 (elevation = 1103.15') Compute the slope of the line from Station 5+85 to Stat answer…

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Q: Determine the y-coordinate of the centroid of the shaded area. T h 0.35h Answer: y = y 68 68° tel x…

A: Given A shaded area Required  Y-coordinate of the area

Q: A-2.50% grade meets a +1.75% grade at station 44+25 and elevation 3386.92 ft, 400-ft curve, stakeout…

A: Length, PVC station, Elevation of PVI, To find:           (A) Elevation at the low point of the…

Q: Complete the table below. STATION BM1 A B C D E F BM2 BS 1.470 1.967 2.792 2.225 2.209 1.072 Highest…

A: Complete the table below?

Q: g1= Station 18+26 18+00 17+00 16+00 15+68 g2= X 0 Elevation of BVC = gix 82-81x2 2L Elevation 899.02

A: Vertical Curve : Vertical curves, which may or may not be symmetrical, are supplied to alter the…

Q: If the area of a circle is 64TT sq mm, compute the allowable error in the area of a circle if the…

A: From the given data  Area A = 64 π  πR² = 64π  Radius R = 8 mm  As we know  By differentiation of…

Q: ades +4.90 % and -1.85 % ation of PVI = 77 +00 evation of PVI = 770.00 ft sign speed = 60 mi/h…

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Q: GIVEN: G1 = 3 % ELEV V = 71.50 L = 800 m G2 = - 2% STA V = 10 + 00 Determine elevations at…

A: Grade of backward tangent, g1 =3%Grade of forward tangent, g2 =-2%The Length of vertical parabolic…

Q: The following Face Left and Face Right Readings are recorded for a traverse angle C: FL(A)= 00°…

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Q: H.W: 1.55, 1.955, 2.3, 2.655, 3.17, (0.53 ),2.85 , 2.755 ,( 0.3 ), 1.73 , 2.15, R.L of station A=…

A: Given data  Staff readings R.L. Horizontal distance

Q: SITUATION 5 A closed traverse has the following data. Line A-B B-C C-A Bearing N 45°00'00" E S…

A: The projection of a line on north- south axis is called latitude ( if component is on north axis it…

Q: Q1- Draw the Profile Leveling with suitable Horizontal and Vertical Scale? A Station 0.00 10.00…

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Q: Draw according to scale. 12km, South 11mm,12\deg South of East 22(m)/(s),45\deg North of West 75cm,…

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Q: Given the same vertical alignment connecting a -4% grade with a +2% grade with the PVC station at…

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Q: Problem 5 Given the deflection angle of a 6-side closed traversed. Find the Bearings of each course…

A: Traverse measurement is the measurement of a series of connected lines that exist in a certain…

Q: Can you Please Explain Transformed C.S within 15Minute in brief.

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Q: Given the following information from a profiled line: STA 6+75 elevation = 142.01 STA 14+75…

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Q: L-500 250 250 Figure 3 al Exam - Figure 3.pdf + Calculate the elevation of curve B at station 11+50.…

A: It is required to determine the elevation. Here, g1,2 is the grades, and x is the horizontal…

Q: A B A new pedestrian lane connecting A and B is to be painted. Observing foot traffic standards, the…

A: A pedestrian lane is a temporary or interim pedestrian facility that can be used on roadways with…

Q: What is the elevation of point A? • What is the distance of the highest point from PC in meters? •…

A: Point of curvature (PC): - It is defined as the point at which circular curve begins.