The distances measured over smooth level ground between two measurements was recorded as 95.00 m. Measurements consisted at the three full tape lengths and one partial tape length. If the first taping point was misaligned 0.4 dm left, the second 9.2 dm right and the the third 5.0 dm left, compute the correct distance between the points (or point A to point B). Let the length of tape = 30 m, full tape length = 3 m, and 1 dm = 0.1 m.

Q: Q1). The following consecutive readings were taken along a straight line from station (11+090) to…

A: Solution: Section 1: H.I1 = 0.680+50.25=50.93 m h2 =50.93-1.455=49.475 m h3 =50.93-1.855=49.075 m…

Q: Problem 1 (10 points) n the two-peg of a dummy level, the following observation are taken.…

A: Refraction correction and Curvature correction is eliminated in the calculation of Two peg dummy…

Q: I'll rate!

A: Given- DE1=18.45m±0.05mDE2=18.40m±0.04mDE3=18.48m±0.05m

Q: Q1). The following consecutive readings were taken along a straight line from station (11+090) to…

A:

Q: Q1). The following consecutive readings were taken along a straight line from station (11+090) to…

A: As per bartleby guidelines, only 1st 3 parts among multiple parts questions need to be solved.…

Q: Q1). The following consecutive readings were taken along a straight line from station (11+090) to…

A: Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the question and…

Q: (c) To determine the elevation of station A, the following observation were taken, the rod held…

A: Elevation diagram of the staff station and instrument stations: Anallatic lens C = 0 K =100

Q: ➤ The following observations were recorded when carrying stadia level between two temporary bench…

A: First, we need to understand the problem and the data given. We are given the back sight, fore…

Q: SITUATION 3. In the two-peg of a dumpy-level, the following observations are taken, Instrument near…

A: Given:When instrument was placed near A:hA=1.501hB=2.022When instrument was placed near…

Q: Q/ The following sketch include inverting readings of some stations. Construct a table of complete…

A: Height of Instrument=HIBenchMark=BMBack sight=BSFore Sight=FSReduced Level=RLAssume the three change…

Q: Hermie instructed Tine to do 3 trials of taping to determine a certain distance AB. The following…

A: for 90 percent error=1.644* standard deviation

Q: Q- A survey line was measured to be 285.5m with a tape having a nominal length of 30m. On checking,…

A: Given data- Measured length ML=285.5 m, Nominal length of tape NL=30 m, Tape is 0.05 m too short,…

Q: Hermie instructed Tine to do 3 trials of taping to determine a certain distance AB. The following…

A:

Q: . An angle was measured six times, the observed values being 49°23'00", 49°23'20", 49°22'40",…

A:

Q: In item No. I what is the length of e or CP?  a)10,189,89m         b) 9,189.89m              c)…

A: To find length of cp

Q: Answer fast

A: Step 3:Since, 3600" = 1° .So, 1" = (1/3600)° .That means, 40" = (40/3600)° . Hence,-40" = -0.0111…

Q: QI/ According to the following table the readings were taken with a level start from B.M with…

A:

Q: For all the computed values with decimals, use four (4) digits after the decimal. Differential…

A: Solution: Given data: Inclination angle =6°Average BS reading=3.15 mAverage length=300 mRecorded…

Q: Direct measurements of volume is rarely made in surveying. O a. Only true if computing earthworks O…

A:

Q: Q#1: A profile levelling is carried out and consecutive readings were observed on staff rod along a…

A: Using the following formulae: RL+BS=HI HI-(IS/FS)=RL BS-IS=Rise/Fall Previous RL±Rise/Fall=Next RL

Q: 1)Given the following set of stadia level notes.The instrument used has a stadia interval factor of…

A: GIVEN Stadia interval factor, k = 100 C = 0.229 Stadia interval, s Angle, θ Rod reading, RR TO…

Q: Direct Differential Leveling Data: Staff Reading at Level at A K 1.115 m 0.989 m 15 2.113 m 1.867m…

A: Dear student as per bartleby guidelines we are supposed answer only first 3 sub parts. Kindly repost…

Q: Example-3: Following readings were taken with level. 1.155, 1.565, 2.695, 3.580, 2.085, 2.895,…

A:

Q: In carrying out the permanent adjustments of a level by, the following observations were made:…

A: Data given Instrument set up 1 Instrument set up 2

Q: A 50-m tape was used to measure distance AB as 945.60m. The tape was discovered to be 50.075m after…

A: Given data, Designated tape length l = 50 m Actual tape length la = 50.075 m Length to be measured L…

Q: 3. What must be the actual measurement to a (GML) meters distance using L(10) meter tape that is…

A:

Q: Q.1 A line of level is run from B.M.1 (elevation=106.40m) to B.M. 2(elevation=110.50m). The field…

A: Given B.M.I (elevation)=106.40m B.M. 2 (elevation)=110.50m To determine Reduce the level of point 2,…

Q: Problem 1. From the given data of a three wire leveling as shown in the tabulation: Point Backsight…

A: The given table is shown below:

Q: level 200, the leve another point B. Th point B was found order to check the

A:

Q: In the two-peg test of a dummy level, the following observations are taken. INSTRUMENT SET UP at M…

A: When at M, HA = 3.415 & HB = 1.365 When at P, HA = 4.127 & HB = 1.861

Q: A Civil Engineer used a 40m tape in measuring an inclined distance. The measured length on the slope…

A:

Q: The tabulation shows the observerd data of a traverse. Determine the unknown quantities. BEARING 5…

A:

Q: What is the estimated error of an EDM instruments having specified errors of ±( 4 mm + 2 ppm) in…

A: Given : Ec=4mmD = 8.0752km⇒8075.2m

Q: Module 03- Coursework Activity 03 Complete the Differential Leveling Notes by providing data to the…

A: To find out the elevation at each point in the table.

Q: The readings (2.312, 1.185, -2.365, 0.195, 0.885, 1.345, 0.905) were taken with a level. The…

A: point back bearing fore bearing height of instrument elevation of point remark         100 BM…

Q: Q2) Reproduced below is the page of a level book. Fill in the data. Apply usual checks. Stn. B.S I.S…

A: BenchMark : A benchmark is a reference point that helps one to calculate something. A "bench mark"…

Q: (Alternate Peg Method) In the two-peg test of a dumpy level, the following observations are taken:…

A:

Q: 1. For the given set of data of differential leveling as shown in the tabulation: Station Backsight…

A: tabulation data of differential leveling is given and it is asked in the question to determine the…

Q: Q- Calculate the corrected staff reading at point A, if the staff reading is taken from an…

A:

Q: В.М I.S F.S H.I ELeve.(m) Rem 1.34 1.33 0.95 1.139 1.319 1.48 1.33 1.37

A:

Q: In the leveling across a wide river on Pampanga, a reciprocal level readings were taken between…

A: Set up near B Average of BS = 2.283+2.284+2.286+2.2834=2.284m   Average of FS…

Q: In the reciprocal leveling field note, the following observations are shown on the table. If the…

A: When instrument setup near A Let difference in elevation between A & B be d1 (HA - HB ) d1 = FSB…

Construction Surveys

A construction survey is a survey done on a construction site to mark construction activities and for laying out positions for construction equipment. It includes evaluating and estimating construction activities before the beginning of the project.