iven the following slope staking notes, the prismoidal correction factor in cu. Yds., to be applied to the fill volume between Stations 49+00 and 50- Basis for Cut Basis for Fill Cutslope Sta. 5100 5000 4900 48 40 s=2.5:1 ft ft L CX1 33.4 F 5.4 33.6 F 6.4 C C 5.5 FO F 3.5 R C 3.2 X2 C 4.1 34.25 FO

Q: Given the following slope staking notes, the prismoidal correction factor in cu. Yds., to be applied…

A:

Q: Surveying The following staff readings were taken in succession with a dumpy level. The instrument…

A: Given data, 1st reading was taken on a BM , RL of benchmark= 200.00m The instrument was shifted…

Q: Scoop Ridge -1000 WEL 1 g00- Parker's Ranch -700 WELL 2 I -600 O welL A3 500 Limita of Parker Raach…

A: Artesian flowing well is a well drilled in an aquifer where the pressure of the aquifer forces the…

Q: Draw the diagram a.) Compute the angle CEX. b.) Compute the distance AX. c.) Compute the distance…

A:

Q: Bridge TBM2 RL-24.082 m TBMI RL=23.832 m Figure 3 1.433 1.673 99 l't- 1.3932 -3.586 004) Ch 25…

A:

Q: Given the following set of slope staking notes, find the fill volume between Stations 49+00 and…

A:

Q: 1.5 m -5 m- -5 m> 3 m Q=54 M SEC Mcowe = O.014 Q=5ym² O.05 M. FIND Y MBRUSH/GRASS So= 0,0015 EQS Q…

A: To find Y -

Q: Ex(H.W): Compute the reduce level of the points for the following readings, then draw the profile…

A: Point distance BS IS FS HI Elevation 1 0+00 1.52     26.52 25.00 2 0+50   1.99     24.61 3…

Q: 1. Calculate the grade of points A, B and C. El. 126.42m 3.70% 158.75 -4.1% 66.45 126-866 B 2.90%…

A: Given: Required : Grade of point A, B and C

Q: Question 2. Below shown is the profile for a road construction at a station. This is a fill section.…

A: Find: Fill section area

Q: Compute the corrected Lat and Dep for each course in the balan cing situation presented below. All…

A: UNCORRECTED CORRECTIONS CORRECTED Line Departure Latitude Dep. Correction Lat. Correction…

Measuring site work, Excavation and Piling

Bid drawings typically include very little material about the precise requirements of site work operations, measuring site work and excavation work differs from measuring most other works on a construction project. The actual site work conditions are not provided and also the dimensions of the excavations are not known during the pre-construction phase. The precise measurement of the excavation and backfill of the earth material and topsoil is important for a contractor to decide upon the total cost required for the process. All the works should be carried out under OSHA (Occupational Safety and Health Administration) standards to ensure the safety of the workers.