STATION CUT (m²) FILL (m²) 1+000 40 1+052 33 1+272 3.021
Q: Question 21 Provide the slope of water surface line in m/m. Section 1 water surface elevation = 80m…
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Q: a) The length of course DE, in meters, is b) The bearing of course BC is c) The perimeter of the…
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Q: signed to pass through the nding elevations as follows Stationing 5+432
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Q: A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD
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Q: Surveying question: The first line, AB of a four-sided property boundary (ABCD) has a bearing of S…
A: Given: A four-sided boundary ABCD bearing of line AB= S 42o 48\' E internal…
Q: Line AB has an azimuth of 322° 40' 20" (origin point is B). Find the principal angle in degree for…
A: Given data : Line AB has an azimuth of 322° 40' 20" Find the principal angle in degree for line AB
Q: Define Transform faults.
A: Transform fault is a kind of fault in which two tectonic plates slip past each other.
Q: Define Existing slopes.
A: The slope of the soil is an important property that is considered during the construction of…
Q: What is Dimension D? Setback = 0.252, Bend Allowance = 0.345
A: The given values are as follows,The set back =0.252The Bend allowance=0.345To determine The…
Q: PROBLEM 5: The data of a closed traverse are as follows: Latitude +9.14 -7.04 -25.16 Latitude +5.42…
A: Find the corrected latitude of line 1-2 using transit rule.
Q: Define the following leveling terms: (a) vertical control (b) elevation, and (c) vertical datum
A: Levelling is a branch of surveying that is used to determine the elevations of given points in…
Q: Contour interval - 20 meters Figure above is a water table contour map 1- Mill River generally flows…
A: The correct direction of mill river is North East direction according to the given contour map.
Q: If the weight of the tape is 0.05 kg per meter of a 50-meter tape. The surveyor is required to…
A: As per our guidelines we are supposed to answer only first question. Kindly repost other questions…
Q: Define and briefly explain trigonometrical levelling.
A: Trigonometric leveling is the process of determining the different elevation of station from…
Q: 23. From a topographic survey, the elevations point A and B were determined to be 233.7m and 247.7m.…
A: Finding out how many contour lines can be drawn.
Q: 12.30m irregular Boundary 10.80m 7.00m 7.50m 6.40m 6.20m 5.0 2.70m -Traverse Line AB 6.0 "6.0 6.0 60…
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Q: The areas of cut of two irregular sections 60 m apart are 32 m2 and 68 m? respectively. The base…
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Q: Given the 10m-grid elevations, find the volume, using Grid Method, Simpson 1/3 rules 2n4 Degree) and…
A: The grid corners are plotted on the ground and spot levels are identified by level. Normally the…
Q: Give the location dimensions to the three (3) Ø.437±.005 holes from B
A: Consider the given plan.
Q: 1. A lot is bounded by the following three straight sides: AB N 45° E, 160m long; BC; and CA 190 m…
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Q: need the calculations of this please. Plot a rectangular area 5435 m (length of side AB) by 2795 m…
A: 160m ,180m 200m 220m 240 m 260 m 280m 300 320 m LINE start point FIRST DESIGNATED CONTOUR…
Q: - A closed traverse has the following data: Line Distance (m) Bearing AB N40°E ВС Due South СА 1000…
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Q: a) The length of course DE, in meters, is b) The bearing of course BC is c) The perimeter of the…
A: For the given data, the latitude and departure are found out below after converting the given…
Q: Find the point intersection of contour line 23.6 m with the grid between points have elevations 30.8…
A: given: Let elevation A point be 18.9 m B be the elevation = 30.8 m and the grid size be s = 11 m we…
Q: 2. The direction of each course of a triangular lot are as follows: 1-2; Azs = 60°, 2-3; Due North…
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Q: A triangle lot ABC has a bearing and distance of line AB to be N 40deg E and 800m and CA equal to…
A: Area of Triangle ABC = 300000 sq.mLength of AB = 800 mLength of CA = 960 mLenght of AP = 600 mArea…
Q: Line AB = 250m long and was paced five times by the surveyor and recorded as follows: Another line…
A: Formula used - Totsl Distance = Pace factor ×Avergae of paces For the first paced distance - 250…
Q: Determine the length of the dividing line which will divide the lot with an area of 38,185 sq. m.…
A: Given:- The area of the lot = 38,185 m2 The bearing and distance of the lines are given Corner…
Q: Describe Mohr’s Circle.
A: Mohr’s circle is defined as a two-dimensional graph which represents stresses at a point.
Q: AB and BC the sides of traverse.
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Q: triangular lot ABC has a bearing and distance of line AB to be N 40deg E and 800m and CA equal to…
A: Given:- A triangular lot ABC has a bearing and distance of line AB to be N 40deg E and 800m and CA…
Q: Q1/ A tract ofland has three straight sides AB, BC and CD. The fourth side DA, is irregular. The…
A: For determining the area of the irregular boundary, we can use the following method. Mid point…
Q: b. Draw/Sketch the traverse based on the given coordinates c. Calculate the Double Area d. Tabulate…
A: Draw/Sketch the traverse based on the given coordinates Calculate the Double Area Calculate the area…
Q: If A = 75°, C = 37° and b = 6, work out the length of a. %3D %3D B a C [C
A: Given data: A=75∘C=37∘b=6
Q: The areas of cut of two irregular sections 60 m apart are 32 m^2 and 68 m^2 respectively. The base…
A: we know the area of the two irregular section with the distance between the two irregular section.…
Q: Line AB has the following data: Latitude = -588.25, Departure= +78.34, DMD = +78.34. Determine the…
A: For a line having DMD and Latitude, The double area can be calculated by the product of DMD and…
Q: PROBLEM 3: The areas of cut of two irregular sections 60 m apart are 32 m² and 68 m² respectively.…
A: Find volume using End area method?
Q: A close traverse has the following field data: Line QR has a bearing of S 8°51' W and a length of…
A: The length and bearings of traverse are given . To find the missing data i will use latitude and…
Q: From the following closed traverse. Compute the missing values.
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Q: A clockwise traverse ABCDEA was survey Find the length and direction of line B A C E D
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Q: Calculate the area enclosed by the traverse.
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Q: Contour map 1- Draw contour lines with C.I = 100 m. 2- Describe the topography of the area. 3- Draw…
A: 1. Lines on C.I = 100 m
Q: A triangular lot of 30,000 sq. meter is to be divided into two equal parts such that the cutting…
A: Cutline is to clear vegetation for a line of sight between two survey control points. Dummy or may…
Q: ABCD is a traverse. The included angles are measured as angle A = 110 0 angle B = 54, angle C = 125,…
A: A is the origin and AB is the arbitrary meridian Bearing of line AB= 0° BA= 180° BC=180+54° =…
Q: The following are OSnaps except: O Quadrant O Farthest O Parallel Insertion
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Q: From the base line AB, the linear measurements (offsets) are taken to setting out a rectangular…
A: Given:- AB=170o5' To find:- CD,DE
Q: 50 kN 35 kN (1) (2) B 50 kN
A: A1=540mm2 A2=880mm2 L1=0.85m L2=1.15m
Q: A rectangular piece of land mark A, B, C, D (clockwise) has a dimension of its length (BC & DA)…
A: The given values are shown below, Length =567 m Width=56.80 m The land is divided into 3 lots, We…
Q: Compute the area of the traverse data shown. LINES LATITUDE DEPARTURE DMD DOUBLE AREA -30 + 20 1-2 +…
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Q: Computation of Elevations - Group Problem O Prepare a set of level notes for the survey illustrated…
A: Given data:
Dermine the volume of borrow.
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- For the given road cross section notes, the width of the road is 11.00 meters with SSof 1:1. Find the earthwork volume using the following methods: • Average End Area• Prismoidal Formula• Prismoidal Correction• Road Sections STA 10 + 000 3.00 1.50 1.00 -8.50 0.00 6.50 STA 10 + 020 2.20 1.20 2.60 -7.70 0.00 8.1Given the following cross section notes of an earthwork on a rolling terrain. STA. 5 +000 STA. 5 +020 31 +10 0 +5 13.5 3 41 +14 0 +7 17.25 +4.5 The width of the road is 12 m and the side slope is 2.5:1 1.) Compute the area at station 5 +000.ASAP!!!A= 1/2 ab sin C. Often plots of land are taxed based on total area. Sketch the land described below and find its area. From an intersection, proceed 195 feed east along Hill Street, then turn and proceed along a bearing of S32 (Degrees) E for 260 more feet. Then turn and go 385 feet in the direction of S68 (Degress) W. At the end of that 385 foot side, simply turn and proceed directly back to the original intersection.
- What is the total length of the median line? *(with solution) a. 0.313m b. 0.314m c. 0.315m d. 0.316mShow your COMPLETE solution in 3 decimal places. Provide illustration and label accordingly. 6.A 5 ̊curve intersects a property line CD at point D. The back tangent intersects the property line at C which is 105.27m from the PC that is at station 2+040. The angle that the property line CD makes with the backtangent is 110 ̊50’. (a) Determine the distance CD, (b) Determine the stationing of point D, and (c) Determine the deflection angle of point D fromthe PC.In a proposed highway undergoing road earthworks, the given roadway cross-section notes are as follows:STA 20 + 100 3.00 1.50 1.00-8.50 0.00 6.50STA 20+ 300 2.20 1.20 2.60-7.70 0.00 8.10Width of the roadway is to be determined using side slope of xH:1V where x is the unknown horizontal sideof the slope. Show and draw plotted points of the cross-section of roadway each station. Calculate thefollowing:1. Total number of man-days to finish the earthwork job2. Total cost of machine rentals to finish the earthwork job.In the inventory of available heavy equipment on site are three (3) hydraulic excavators with bucket payloadcapacity each of 0.76m3 and one (1) hydraulic excavator with bucket payload capacity of 1.15m3. The hourlyproduction of each excavator with 100% efficiency are 149m3 and 196m3 respectively. Daily machine rentalfees for smaller capacity is 1,200 pesos while bigger capacity costs 2,200 pesos. Daily machine operationsis limited to 8 hours.
- Instructions: Please provide complete solution for full credit and box final answer/s. Problem: Given lines AB, BC and CD, a reversed curve is to connect those three lines thus forming the center line of the new road. Find the length of the common radius of the reversed curve. LINES BEARING DISTANCES AB DUE EAST 57.6 m BC N68°E 91.5 m CD S48°E 109.2 mAnswer 2-3 2. A rectangular lot was measured using a 50 m steel tape which was found to be 0.025m too short. If the recorded length and width are 180 m. and 120 m. respectively,determine the following:a. Actual dimension of the lotb. The error in area introduced due to the erroneous length of tape 3. A 500 m. track is to be laid out on a straightaway course using a 50 m. tape known tobe 50.06 m long. Determine the measurements to be made on a 300 m track so that thecourse will have the correct length.Given the following data on the table. Fill up the needed data. Balance the traverse by transit rule. Solve the area by DPD or DMD. Sketch the traverse. All values must be in decimal places.
- Given the technical description of a triangular lot. We are to cut a 190 000 m2 along the side BC starting from B to point D on side CA. 1. Find the length of CD. a. 621.42 b. 690.42 c. 490.09 d. 541.71 2. Find the length of the dividing line BD. a. 825.42 b. 714.68 c. 695.14 d. 794.24 3.Find the bearing of the dividing line from B. a. N 83deg 12’ E b. S 78deg 58’ E c. S 69deg 42’ E d. N 82deg 10’ EA and B are two points located on each bank of a river and near abutments of a proposed bridge. To determine its distance, a baseline CD 180m long was established on one bank of the river and the transit was set up at stations C and D and the azimuth were taken as follows: Line Azimuth C-D 210°00'; C-A 260°00'; C-B 290°00'; D-A 301 °00'; D-B 315°00' a. Find the distance AD. b. Find the distance BD. c. Find the distance AB.Select one: a. 1,115.74 N b. 1,511.47 N c. 1,417.15 N d. 1,751.11 N