Station End area fill (sf) Distance (ft) Volume (cy) 150 + 00 360 150 + 50 3,500 50 151 + 00 10,400 50 152 + 00 19,000 100 153 + 00 23.600 100

Q: Compute the missing side AB. (Type your answer using 2 decimal places, numerical value only, no need…

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Q: ... 20. The X and Y coordinates of five stations of closed a travese are given in the accompanying…

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Q: ANGLE CORRECTION ADJUSTED VALUE OBSERVED VALUES 92 °50'40" AOB ВОС COD DOA 131 48'40" 77 °30'30 57…

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Q: DEPARTURE LATITUDE AZIMUYH COURSE LENGTH FROM NORTH +N -S +E 5.53 0°50' 296°06' 205 54' 135 20' 33…

A: Transit Rule: The transit rule is generally used in surveying for balancing the traverse. In other…

Q: Situation A. Control Survey An equilateral triangular track of land has a length of one of its sides…

A: Given:-  An equilateral triangular track of land has a length of one of its sides equal to 8600 m…

Q: The areas of cut of two irregular sections 60m apart are 32m2 and 68m2 respectively. The base width…

A: given data : A1=32 m2A2=68 m2d=60 m

Q: Given the following technical description, determine the missing data if the area of the lot is…

A: Given DataTotal Area of the lot = 43560 m2

Q: Station Area (ft') 10 + 00 263 358 11 + 00 12 + 00 13 + 00 446 402 14 + 00 274 15+ 00 108

A: as the interval is same 100ftso using prismoidal formulaV=LA1+A62+A2+A3+A4+A5

Q: Contour (m) Area enclosed (m²) 250.0 1874 251.5 6355 253.0 11 070 254.5 14 152 256.0 19310 257.5 22…

A: Interpolation is possible here...  Applying interpolation and calculated area as below

Q: Measured Interior Angle (2) Point (1) A 100°45'37" 231 23'43" 17 12'59" 89 03'28" C E 101 34'24" N…

A: Given a measured interior angles and we have to find

Q: For the given data of a transit-tape survey. Show all computations. 1. Determine the latitudes and…

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Q: Survey Example Problem Interior Line Correction New Station Angle Length (L) Factor Interior Angle A…

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Q: Find the area of a piece of land FGH, knowing that FH=150 m. Left hand face Right hand face Occupied…

A: To Determine Area of triangle FGH

Q: Calculate the y-coordinate of the centroid of the shaded area. The triangle is equilateral. -32 107…

A: The given figure is shown below:

Q: Stations Northings Eastings A 75.00 250.00 В 425.00 150.00 C 678.00 450.00 D 675.00 675.00 E 425.00…

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Q: LINE LENGTH AZIMUTH DMD DOUBLE AREA АВ 878.6411 55°04'27.60" вс 602.7888 197°51'53.50" CD 544.6687…

A: To Find :- Area of closed traverse using DMD method.

Q: LINE BEARING DISTANCE LATITUDE DEPARTURE DEG MIN N (+) S (-) Е (+) w (-) 1-2 S 33 29 w 42.63 35.555…

A: Finding out distance of 3-4 and 4-5 lines.

Q: 100 LSU Course Syllabus for X Using the average- X TXDOT Lubbock FM X Mail - Joshua E Can X…

A: A section stationing from 150+00 to 154+00 is given their cross sectional area and distance between…

Q: Refer to the figure, calculate the area (DMD) enclosed by the traverse 1, 2, 3 and 4. Tabulate…

A: The given data is: S. No. Line Length Bearing Whole circle Bearing 1. 1-2 15.12 m N44°13'W…

Q: Field data for traverse 2: Bearing EA: S 10° 14' E Coordinate E: N 1000.00, E 1000.00 Station…

A: Errors occur due to the magnetic objects near the surveying part and due to instrumental and…

Q: STATION AREA CUT FILL 10 + 160 41.13m2 (Balancing Point) 47.85 m2 10 + 401.97 10 + 610

A: According to given data1. Free haul volume is      Fill volume =  (0+47.85)/2 * distance between…

Q: PROBLEM 1. Given in the accompanying tabulation are the adjusted latitudes and adjusted departures…

A: A traverse course ,its latitudes and departures are given.

Q: 15-min counts (рси) 150 (kph) 60 38 62 375 55 56 405 175 215 5 42 660 278 51 12 315 300 55 57 22 340…

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Q: 7. ERROR OF CLOSURE. Given the following tabulated data for two transit-tape surveys: LATITUDE…

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Q: Compute the area of the traverse data shown by DMD method. LINES 1-2 LATITUDE +60 DEPARTURE -30 2-3…

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Q: AREA BY DMD. For the given sets of adjusted latitudes and adjusted departures shown in the…

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Q: Show your table. 10. TRANSIT RULE. Given in the accompanying tabulations are observed and calculated…

A: Since we only answer upto 3 subparts, we'll answer the first 3. Please resubmit the other subparts…

Q: 7. ERROR OF CLOSURE. Given the following tabulated data for two transit-tape surveys: LATITUDE…

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Q: what is the following: (in meters) 1. Length AB 2. Length BC 3. Length CD 4. Length DE

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Q: TITLE: OMITTED MEASUREMENTS INVOLVING TWO NON-ADJOINING SIDES Purpose: a. To learn the determination…

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Q: 280.5=180 Tan %3D A=?

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Q: questions by completing the tabulation below. What is the adjusted length of line AB using transit…

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Q: Complete the table below. LINE LAT (m) DEP (m) DMD DA LO 20.000 13.000 ov |-20.000| 32.000 VE…

A: LINE LAT DEP DMD DA LO 20 13 13 260 OV -20 32 58 -1160 VE -10 14.469 104.469 -1044.69 EL 10…

Q: two parts by a line through A with a bearing of N 75° 30' E. LATITUDE (m) DEPARTURE (m) 47.27 LINE…

A: To Determine Area of the tract ABCDPA in Hectares.

Q: AZIMUTH FROM SOUTH LINE DISTANCE Degrees Minutes 1-2 350.00 48.00 2-3 352.11 20.00 18.00 3-4 722.25…

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Q: AZIMUTH FROM SOUTH LINE DISTANCE Degrees Minutes 1-2 350.00 48.00 2-3 352.11 20.00 18.00 3-4 722.25…

A: Lattitude and departure signs :  N-E = Both positive  S-E = L -ve and D +ve  S-W = Both negative…

Q: End Area (ft2) Volume (yd) Volume (yd) Net Volume (yd) Station Mass Shrinkage Total Cut Fill Cut…

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Q: 03 (kN/m²) 01-03 (kN/m²) u (kN/m²) 150 103 82 300 202 169 450 305 252 600 410 331

A: Given Data:σ3kN/m2150300450600σ1-σ3kN/m2103202305410ukN/m282169252331

Q: The followWing data or Lines Latitude DMD Double Area Departure + 469.84 + 112.87 АВ -310.95 ВС -…

A: The given data is: Lines Latitude Departure DMD Double Area AB -310.95 +469.84     BC…

Q: Latitude Departure Line Bearing Distance N (+) S(-) E (+) W (-) 1 2 s 18 11 w 59.13 23 N 68 15 71.70…

A: The latitude of the traverse line is  L = l Cos θ l - Length of the traverse θ - Bearing of the…

Q: DEPARTURE LATITUDE AZIMUYH FROM NORTH COURSE LENGTH +E - W +N -S 5.53 0°50' 296°06' 205 54' 135 20'…

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Q: AZIMUTH FROM SOUTH LINE DISTANCE Degrees Minutes 1-2 350.00 48.00 2-3 352.11 20.00 18.00 3-4 722.25…

A: For N -E : Both Lattitude and Departure negative  S-E : Lattitude - ve and Departure +ve  S-W: Both…

Q: AZIMUTH FROM SOUTH LINE DISTANCE Degrees Minutes 1-2 X 350.00 48.00 2-3 352.11 20.00 18.00 3-4…

A: Lattitude and Departure sign conventions    For Lattitude (L) and Departure (D) in  N-E : Both +ve…

Q: COMPUTED LATITUDE COMPUTED DEPARTURE LINE DISTANCE (m) BEARING W 388. 80 202.03 AB BC CD DE EA 647…

A: Note: Hi! Thank you for the question, As per the honour code, we are allowed to answer three…

Q: Convert 42.203° to DMS and round to the nearest second. In your answer separate each unit with a…

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Q: 1.00- -0.75 D B E 200 F G 1.50 125 0.50 H 0.25 225 A Point of Origin (0, 0) 3.00 Figure 1: Angle…

A: Absolute coordinate system is the one in which we present every point coordinate as a cartesian…

Q: -10. TRANSIT RULE. Given in the accompanying tabulations are observed and calculated data for two…

A: ∑L=∑NL+∑SL=+423.70-422.23=+0.47∑D=∑ED+∑WD=+431.43-422.34=-0.91 ∑l=Sum of all lengths/traverse…

Q: Directiun Given the following data on the table. Fill up the needed data. Balance the traverse by…

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Q: Compute the area of the traverse data shown. LINES LATITUDE DEPARTURE DMD DOUBLE AREA -30 + 20 1-2 +…

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Q: Latitude Departure Line Bearing Distance N (+) E (+) W (-) 1 2 N 89 31 w 108.27 2 3 N 02 02 w 57.05…

A: latitude=LcosαDeparture=LsinαL1=108.27cos89=1.89D1=108.27sin89=108.19L2=57.05cos2=57.015D2=57.05sin2…

Coordinate Geometry of Survey

Coordinate geometry (COGO) is a method of inserting surveying or engineering data into geographic information system (GIS), computer-aided design (CAD), or mapping software. These data can be collected on the proposed construction site using standard surveying techniques and instrumentation or may be taken from existing maps, engineering plans, drawings, or records. Data gathered on the site includes coordinates of points, bearings, and distances between points. The data are noticed and noted through conventional surveying procedures, like a traverse or layout measurement series and it can be either digital or non-digital. The maps and plans are inclusive of boundaries, divisions, and other components, and these features are shown with coordinate values, the lengths, offset distance, and bearings between them.