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4. Compute the latitudes and departures of each leg based on the bearings and distances given...
please solve all parts of the problem Problem 3 (20 Pts): Calculate latitudes, departures, misclosure, and redistrib...
please solve all parts of the problem
Problem 3 (20 Pts): Calculate latitudes, departures, misclosure, and redistribute misclosure vector Sync Code: 90.50 Traverse Unadiusted Data Azimuth 1250 Pt. 1-2 252.5894 226.36 Pt. 2-3 124.5506 62.72 1200 Pt. 3-1 57.8587 193.70 Coordinates of Pt. 1: 1150 1100 1270.83 1137.98 1050 Here the azimuths have already been calculated. From Azimuth and distance, calculate latitudes, departures, and 1000 the misclosure vector 950 1100 1200 1300 1000 East Misclosure (oE, ON) Sync Code 90.5...
*Note: Do not solve the Northing and Easting columns. CVEG 2053 HMWK part II The corrected...
*Note: Do not solve the Northing and Easting
columns.
CVEG 2053 HMWK part II The corrected angles to the right, computed azimuths and measured distances for the figure on the previous page are shown below. For each leg of the traverse, calculate the Latitude (AN) and Departure (AE). Compute the linear misclosure and the Ratio of Precision for the traverse. Using the USACE Point Closure Standards for Horizontal Control Surveys shown below determine the classification of the traverse PointRt Azimuth...
Octavo: A total station was set up at control station K, which is within the limits...
Octavo: A total station was set up at control station K, which is within the limits of a five-sided property. The coordinates of station K are 50.000 m E, 20.000 m N. Azimuth angles, polar distances from Station K to the five property corner stations, and computed corner coordinates are shown in the following table. Compute the bearings (to the closest second) and distances (to three decimals) of the five sides of the property. (10 mark Line from K Latitude...
N28°46'25" 87*14'32" 210-06-29 148*09'56" 54°42'10" 5442'10" Ta 208*49' 39" S30°45'33" E Bearing from 1 to 2...
N28°46'25" 87*14'32" 210-06-29 148*09'56" 54°42'10" 5442'10" Ta 208*49' 39" S30°45'33" E Bearing from 1 to 2 Bearing From 2 to 3 Bearing from 3 to 4 Bearing from 4 to 5 Note: Use the carat^(shift+6) in place of the degree symbol because degree is not available on the keyboard. Question 1 8 pts How many meters and feet are in a mile? mile = meters (to the nearest.01 meters) mile = feet Question 2 16 pts Draw a sketch of...
1) An observer fails to check the bubble of a level and it is off two...
1) An observer fails to check the bubble of a level and it is off two divisions on a 100-m sight. If the sensitivity of the bubble is 20-sec, what error would there be in the reading? 2 ) The following azimuths are from the north: 329°20’, 180°35’, 48°32’, 170°30’, 145°25’, 319°35’, 350°45’, 95°49’, 11°30’, 235°45’. Express these directions as (a) azimuth from the south, (b) back azimuths, (c) bearings. 8) 6.7 The following azimuths are reckoned from the north:...
1) An observer fails to check the bubble of a level and it is off two...
1) An observer fails to check the bubble of a level and it is off two divisions on a 100-m sight. If the sensitivity of the bubble is 20-sec, what error would there be in the reading? 2 ) The following azimuths are from the north: 329°20’, 180°35’, 48°32’, 170°30’, 145°25’, 319°35’, 350°45’, 95°49’, 11°30’, 235°45’. Express these directions as (a) azimuth from the south, (b) back azimuths, (c) bearings. 8) 6.7 The following azimuths are reckoned from the north:...
tively. If this area is to be leveled at RL-00 m 40) a (112,3, 78.42,5S.21. 32.81. 18.74) m compute the volume of earthwork 10 2 5.5 Problems L. The following are the balanced latitudes &...
tively. If this area is to be leveled at RL-00 m 40) a (112,3, 78.42,5S.21. 32.81. 18.74) m compute the volume of earthwork 10 2 5.5 Problems L. The following are the balanced latitudes & departures 2+55.21+3281)+18.74)-2319.6 m t,...。s e departures for polygon ABCDEA . Compute the total area by coordinates met nates method, if Side Latitude Departme 156.16 coordinate of point A (100, 100y in meters. . Ifthis polygon drawn on map with scale 5 cm-251-BC m. Compute the...
apter 1. Consider the following data on distances traveled by 100 people to visit the local...
apter 1. Consider the following data on distances traveled by 100 people to visit the local park. 1-8 30 25 20 15 10 9-16 17-24 25-32 33-40 Expand and construct the table adding columns for relative frequency and cumulative relative frequency. Then plot Histogram, Frequency Polygon and Ogive Curve. 2. Math test anxiety can be found throughout the general population. A study of 200 seniors at a local high school was conducted. The following table was produced from the data....
activity 9.2 map location, distances, directions and symbols ap Locations, Distances, Directions, and Symbols Activity 9.2...
activity 9.2 map location, distances, directions and
symbols
ap Locations, Distances, Directions, and Symbols Activity 9.2 Name: Date: Course/Section: What are the latitude-longitude coordinates of point B in Fig 9.2 Latitude Longitude Refer to Fig. 9.8, which describes the Public Land Survey System (PLSS) 1. Review Fig. 9.8 to understand how the location of point X in Fig. 9.8C was determined using PLSS shorthand. What is the location of point Z in Fig. 9.8C in PLSS shorthand? 2. How many...
Problem 1 (15vpts) A proposed highway has two tangents of bearings N 75° 54' 36" E...
Problem 1 (15vpts) A proposed highway has two tangents of bearings N 75° 54' 36" E and N 53° 22' 30" W. The highway design engineer, attempting to obtain the best fit for the simple circular curve to join these tangents, decides that the external ordinate is to be 78.00 ft. The Pl is at station 65+43.21. Determine: (a) The external angle of the curve (A) (b) The radius of the curve (d) The station of the PC (f) The...
please solve all parts of the problem
Problem 3 (20 Pts): Calculate latitudes, departures, misclosure, and redistribute misclosure vector Sync Code: 90.50 Traverse Unadiusted Data Azimuth 1250 Pt. 1-2 252.5894 226.36 Pt. 2-3 124.5506 62.72 1200 Pt. 3-1 57.8587 193.70 Coordinates of Pt. 1: 1150 1100 1270.83 1137.98 1050 Here the azimuths have already been calculated. From Azimuth and distance, calculate latitudes, departures, and 1000 the misclosure vector 950 1100 1200 1300 1000 East Misclosure (oE, ON) Sync Code 90.5...
*Note: Do not solve the Northing and Easting
columns.
CVEG 2053 HMWK part II The corrected angles to the right, computed azimuths and measured distances for the figure on the previous page are shown below. For each leg of the traverse, calculate the Latitude (AN) and Departure (AE). Compute the linear misclosure and the Ratio of Precision for the traverse. Using the USACE Point Closure Standards for Horizontal Control Surveys shown below determine the classification of the traverse PointRt Azimuth...
Octavo: A total station was set up at control station K, which is within the limits of a five-sided property. The coordinates of station K are 50.000 m E, 20.000 m N. Azimuth angles, polar distances from Station K to the five property corner stations, and computed corner coordinates are shown in the following table. Compute the bearings (to the closest second) and distances (to three decimals) of the five sides of the property. (10 mark Line from K Latitude...
N28°46'25" 87*14'32" 210-06-29 148*09'56" 54°42'10" 5442'10" Ta 208*49' 39" S30°45'33" E Bearing from 1 to 2 Bearing From 2 to 3 Bearing from 3 to 4 Bearing from 4 to 5 Note: Use the carat^(shift+6) in place of the degree symbol because degree is not available on the keyboard. Question 1 8 pts How many meters and feet are in a mile? mile = meters (to the nearest.01 meters) mile = feet Question 2 16 pts Draw a sketch of...
tively. If this area is to be leveled at RL-00 m 40) a (112,3, 78.42,5S.21. 32.81. 18.74) m compute the volume of earthwork 10 2 5.5 Problems L. The following are the balanced latitudes & departures 2+55.21+3281)+18.74)-2319.6 m t,...。s e departures for polygon ABCDEA . Compute the total area by coordinates met nates method, if Side Latitude Departme 156.16 coordinate of point A (100, 100y in meters. . Ifthis polygon drawn on map with scale 5 cm-251-BC m. Compute the...
apter 1. Consider the following data on distances traveled by 100 people to visit the local park. 1-8 30 25 20 15 10 9-16 17-24 25-32 33-40 Expand and construct the table adding columns for relative frequency and cumulative relative frequency. Then plot Histogram, Frequency Polygon and Ogive Curve. 2. Math test anxiety can be found throughout the general population. A study of 200 seniors at a local high school was conducted. The following table was produced from the data....
activity 9.2 map location, distances, directions and
symbols
ap Locations, Distances, Directions, and Symbols Activity 9.2 Name: Date: Course/Section: What are the latitude-longitude coordinates of point B in Fig 9.2 Latitude Longitude Refer to Fig. 9.8, which describes the Public Land Survey System (PLSS) 1. Review Fig. 9.8 to understand how the location of point X in Fig. 9.8C was determined using PLSS shorthand. What is the location of point Z in Fig. 9.8C in PLSS shorthand? 2. How many...
Problem 1 (15vpts) A proposed highway has two tangents of bearings N 75° 54' 36" E and N 53° 22' 30" W. The highway design engineer, attempting to obtain the best fit for the simple circular curve to join these tangents, decides that the external ordinate is to be 78.00 ft. The Pl is at station 65+43.21. Determine: (a) The external angle of the curve (A) (b) The radius of the curve (d) The station of the PC (f) The...
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