2. A surveyor measured the distance between two points marked on the plan drawn to a scale of 1cm = 1m (R.F. = 1:100) and found it to be 45m. Later he detected that he used a wrong scale of 1cm = 50cm (R.F. = 1:50) for the measurement. Determine the correct length.
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- 10. Using the grade stake elevations shown below for your 3 foot offset stakes, prepare a Grade Sheet for the Contractor. THIS IS TO EUILD THE CURBS. 0+52 PC 504.71 4+50 508.46 1+00 504.78 5+00 508.77 5+ 50 SI0.45 1+50 504.93 5+55 510.61 2+00 504.98 6+00 511.73 2+50 505.82 6+50 512.00 3+00 506.99 7+00 512.02 3+50 507.61 7+50 512.11 3+75 507.87 8+00 512.24 4+00 508.26 8+38 512.73Discuss about rectangular coordintesHi! Help me with this please. Thank you so much! The following are offsets measured from a random line to a curved boundary: 9.6m, 8.2m, 12.5m, 7.1m, and 10.8 m. The common interval is 10m. Compute the area of the irregular section using Simpson’s One-third rule.
- The table below gives area information on earthwork of road cross sections at three different stations. The cumulative amount of earthwork moved from station to station is most nearly: Station Sta 5 + 00 Sta 6+35 Cut (ft?) Fill (ft?) 60 80 120 150 Sta 8 + 65 200 210 O 2100 yd3 3921 ya O 1813 yd O 2931 yd2. Sketch, at a scale of 1 inch = 10 feet, the general shape of contours crossing a 30 foot wide street having a 5.5% longitudinal grade, a symmetrically-crowned 2.0% cross slope, and a curb height of 6 inches. Assume that the road is crowned symmetrically and that each lane is 15' in width. No gutter pan is present. What is the distance between adjacent one foot contours? Your sketch should be a plan view (ie looking "down" onto the road, not a cross-sectional view).A surveyor measured the distance between two points marked on the plan drawn to a scale of 1 cm = 1m (R.F. = 1:100) and found it to be 40m. Later he detected that he used a wrong scale of 1cm = 50cm (R.F. = 1:50) for the measurement. Determine the correct length.
- 4] A foreman was asked to make a 550.45ft long line using a 50 m surveyor's tape that is 0.004m too long. Determine the required distance.The areas of cut of two irregular sections 60m apart are 32m2 and 68m2 respectively. The base width is 8m with a sideslope of 1:1. Find volume using end area method select the correct answer: A. 3100 m3B. 3500 m3C. 3000m3D. 3200 m3A series of perpendicular offsets were taken from a base line to a curved boundary line. These offsets were taken 3.5m apart and were measured in the following order: 0.8m 3.6m, 4.7m, 5.3m, 3.9m, 2.7m, 4.6m, 5.5m, 4.9m, 7.6m, 8.8m, 5.4m, and 6.0m. Determine the area included between the base line, curved boundary and the end offsets using Simpson's One-Third Rule and determine the difference of the computed area between to rules.
- Define the angle of repose ?Using mohar circle draw3. The following is a set of notes of an earthworks of a road construction which is undertaken by the Bureau of Public Works. Station Cross Section 4.5. 4.5 6.0 +1.0 1+020 +2.0 +3.0 +4 +1.5 15. 4.5. +5.0 4.5. +2.0 9.0 +3.0 1+040 +4.0 +2.0 The base of the road way is 9 m which conforms with the BPWH standards. Side slope is 1.5:1. a) Compute the cross-sectional area at sta. 1+020. b) Compute the cross-sectional area at sta. 1+040. c) Compute the volume between the two stations using end area method.