Q/ in the below figure shows spot levels at 20 m intervals over a site which is to be excavated to 47.00 m. calculate total area and volume of material to be removed. 46.1 47.4 48.4 47.2 47.8 50.1 47.7 46.1 49.5 50.1 47.3 44.8
Q: The following table shows earth volume calculation data at different survey stations for a road…
A: Given: Earthwork calculation at different survey stations for a road project Station Cut area…
Q: 3: The following figure shows spot levels at 25 m intervals over a small site which is to be made…
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Q: List the sequence of topics to be written in geotechnical reports.
A: the sequence of topics to be written in geotechnical reports are: 1. SUMMARY: Which includes…
Q: Q1: Determine the volume of earthwork to be excavated for the plot shown in fig 1. The formation…
A: This question belongs to subject estimation costing and valuation. In this question we find out…
Q: The cross-section notes shown below are for a ground excavation for a 8m wide roadway. STA 16+200…
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Q: Q2The areas within the contour lines at the site as follows: Calculate the volume of water between…
A: To find volume of water
Q: 2. The data tabulated represents earthwork quantities for a certain road extension project. STATION…
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Q: The cross-section notes shown below are for a ground excavation for a 12m wide roadway. STA 23+8400…
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Q: At a station, a trench was measured and found to be 1 m wide and 1.25 m deep. At the next station,…
A: Asked: To compute the volume of the earthwork, using the prismoidal formula. Given: Width of the…
Q: A prismatic shaped excavation is measured with a 1" 20' scale. The measurements are: 2" Wide x 3.5"…
A: Given: scale: 1"=20' 1"=240" width=2" length=3.5" depth=(1/2)"
Q: The following data are cross-section notes of the ground which will be excavated for a roadway…
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Q: Determine the number of triangles formed given the following data of triangle ABC: a = 5.4, b = 10,…
A: To determine the number of triangles that can be formed with the given data of a triangle ABC.…
Q: The cross-section notes shown below are for a ground excavation for a 12m wide roadway. STA 12+1400…
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Q: The cross-section notes shown below are for a ground excavation for a 12m wide roadway. STA 12+2800…
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Q: Question 12 The top width of excavation is: (1 4.05 m 2) 6.40 m 3 4.30 m None of the answers are…
A: We are authorized to answer one question at a time since you have not mentioned which question you…
Q: The cross-section notes shown below are for a ground excavation for a 8m wide roadway. STA 23+500…
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Q: sides inclined at 45
A: To find;- cost of making
Q: The areas of the cross-section of an excavation is 4 567.80 sq.m, 3 456.90 sq.m, and 3 876.30 sq.m.…
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Q: Using the average-end-area method, calculate the fill volumes for station 150 + 00 through 154 + 00.…
A: FormulaAverage area =A1+A22Volume (cy)=Average…
Q: The cross-section notes shown below are for a ground excavation for a 10m wide roadway. STA 23+4000…
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Q: ITEM NO. 4 The cross section notes below are for ground excavation for an 8 m wide roadway. STA…
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Q: 1.) The earthworks data of a proposed highway is tabulated below. The free haul distance is 50m and…
A: Free haul volume =1196.25 m 3 overhaul volume = 3779.86 m 3
Q: The cross-section notes shown below are for a ground excavation for a 10m wide roadway. STA 13+8300…
A: To Determine the cross sectional area at STA 13+8300.
Q: Situation VI. Here under shows a table of quantities of earthworks of a proposed highway to connect…
A: Data Given: Free haul distance = 50 m Economical haul = 462.76 m Asked: Overhaul Volume Borrow…
Q: Q2. After surveying a borrow pit, the surveyor produced the following pit grade below. What is the…
A: Given figure-
Q: The cross-section notes shown below are for a ground excavation for a 10m wide roadway. STA 17+800…
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Q: Problem Solving: The following data are cross-section notes of the ground which will be excavated…
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Q: H.W: - After surveying a borrow-pit, the surveyor produced the following borrow- pit grid below, the…
A: Given:- The borrow-pit grid of the ground surface is given The excavated cut level = 10 m To…
Q: solve the following values indicated in the table then draw the sketch of the survey, with complete…
A: Given: Required to find: The adjusted bearing after applying correction.
Q: The cross-section notes shown below are for a ground excavation for a 9m wide roadway. STA 22+400…
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Q: A square piece of land 60 m x 60 m is to be levelled down to 8 m above elevation zero. To determine…
A: Volume : Volume is a scalar quantity that represents the amount of three-dimensional space enclosed…
Q: Find the earth to be excavated in m³ if the ground surface is to be leveled 8m below the elevation…
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Q: Find the volume of excavation required for the area shown in the figure. Each grid point (20 in…
A: Depth of the cut at every location is given find the average depth of cut…
Q: Station 2+120 Station 2+150 Left Middle Right Left Middle Right 2.25 1.0 0.8 2.75 |. 5 0.5 5.6 9.5…
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Q: 3 Using Prismoidal Rule, calculate the volume of a 6m deep pit whose top and bottom dimensions are…
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Q: Q3: The following figure shows spot levels at 25 m intervals over a small site which is to be made…
A: Given, Spot levels at 25 m intervals; Required elevation = 15 m.
Q: A survey was conducted with a 20 m chain and plan of the field was drawn to a scale of 1 cm = 5 m.…
A:
Q: Q1: Determine the volume of earthwork to be excavated for the plot shown in fig 1. The formation…
A: The rectangular plot is divided into 6 squares. These six squares are divided into triangles with…
Q: The cross section notes shown below are for a ground excavation for a 10 m wide roadway. What is the…
A: Coordinates of the points are: Left Point = 8.2, 2.15. Center Point = 0, 3.5. Right Point = 13.65,…
Q: Q.1) Answer one only A) A rectangular plot (ABCD) forms the plane of a pit excavated for road work.…
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Q: Q2). Calculate volume of cut and fill, the elevation of natural ground shown on all nodes and design…
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Q: A private parcel was surveyed prior to the construction of a proposed fabrication plant. Table shown…
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Q: The cross-section notes shown below are for a ground excavation for a 8m wide roadway. STA 18+700…
A: To Determine the cross sectional area at STA 18+700.
Q: The cross-section notes shown below are for a ground excavation for a 10m wide roadway. STA 20+700…
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Q: PROBLEM 1 -Given the following sections 1+020 а +0.98 +3.5 +0.50 1+080 d -1.85 -1.20 0.42 Base for…
A: Note: As per the guidelines, the solution to only problem 1 is provided. Excavation: The movements…
Q: The cross-section notes shown below are for a ground excavation for a 9m wide roadway. STA 24+600…
A:
Q: i) Explain the method of earthwork volume calculation for road construction.
A: Note - : We’ll answer the first question since the exact one wasn’t specified. Please submit a new…
Q: STATION END AREA, in sq. meters 16+220 85 17+000 110 17+820 260
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Q: The cross-section notes shown below are for a ground excavation. Sta. 25+100 7.85 0 8.45 1.90 3.2…
A: Step 1: Calculation of end areas: We will calculate the end areas of the given stations by…
Q: 5. Given the following cross section notes of an earthwork, determine the volume of soil to be…
A: Consider the free body diagram;
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- 2. Complete the consolidation table below. H₁ - 25 mm A = 50 cm² Volume 125 cm³ W, = 190.4g *Sensitivity of dial guage = 0.01 mm OBSERVATIONS Applied Dial guage Pressure Reading (kN/m²) 0 10 20 40 80 160 320 640 0 480*-* 472 460 422 380 334 285 238 354 Change in thickness, ΔΗ (mm) G-2.68 Y-1 g/cm³ W=25.04% H= H₂ + AH CALCULATIONS H-H, Void Ratio, e= (H-H₂)/H,The data in the table below is for a closed-polygon traverse. Course Azimuth Length (m) AB 75°14'47" 519.674 BC 455.265 CD DE EA Interior Angles A = 12°25'31" B 48°19'25" 433.426 C = 126°37'24" 425.558 D = 46°03'36" 109.434 E = 306° 34'19" Part A Compute the preliminary azimuths. O AZAB = 57°14'47". Azpc = 303°34′09", AzcD=250°11'30". AZDE=116°15'03". AZEA = 242° 49'19" O AZAB = 75°00'47", AZ BC = 303°00'09", AzcD = 250°00'30", AZDE = 116°00'03", AZEA = 242°00'19" O AZAB = 75°14'47". AzBc = 313° 34'09", AzcD = 25°11'30", AZDE = 116°10'00", AZEA = 224° 49'19" O AZAB = 75°14'47". AzBC = 303°34'09", AzcD = 250°11'30". AZDE = 116°15'03". AZEA = 242° 49'19" Part B Compute the unadjusted departures. Express your answers in meters to six significant figures and separated by commas. AB, BC, CD, DE, EA= Part C vec IVE ΑΣΦΠ ← A Compute the unadjusted latitudes. Express your answers in meters to six significant figures and separated by commas. AB, BC, CD, DE, EA= ΠΑΠΑΣΦ Π vec ^ A ? ? m, m, in mi,…SHOW COMPLETE SOLUTION PLSVALUES:Y = 53B = 5
- Soil with a unit weight of 20 kN/m3 is excavated at 3m below the ground surface. Calculate the shear strength of soil if the cohesion and friction angle obtained from the laboratory tests are 20 kPa and 15 degrees. * O 5kPa O 36kPa O 20kPa 25.36KPA O other:elementary surveying A 30-m tape weighing 1.5kg is of standard length under a pull of 6kg, supported for full length. The tape was used in laying a line 2,893.4m long on smooth level ground under a steady pull of 17kg. Assuming E = 3.2x10⁶ kg/cm² and the unit weight of steel to be 7.9x10⁻³ kg/cm³. 1.Determine the correction for increase in tension. 2.Determine the correct length of the line measured.The area A of a rectangular tract of land, is required. Lengths a = 43.678 m, b = 87.355 m and angle a = 30° as shown in the figure, were measured with a 50 m long steel tape and an electronic theodolite with da = 1.75". If the tape is known to be too short by 0.03 m, compute the corresponding error in the calculated area. b a Select one: O a. Corresponding error: 4.88 sq. m. O b. Corresponding error: 4.91 sq. m. O c. Corresponding error: 4.97 sq. m. Od. Corresponding error: 3.94 sq. m. Activate Windows
- How can you get the pan encircled below? weight of sample = 1250gWhat does the M=10 Kn.m represents? how do you call it? why on the Ma - 10 - (6.... why it is not Ma + 10. Please be specific I have doubts on this last steps of solution.If the grid spacing of a finite difference 2D groundwater model with a regular grid (Ay = Ax) is halved how wound that affect the truncation error: O a. No effect as the truncation error is not real. b. It would reduce the truncation error by a factor of four. O c. It would halve the truncation error. O d. It would increase the truncation error by a factor of four. Clear my choice
- Solve the attached question using Eq. (6.89) attachedcan you pls help me understand how this is solve.. Topic: Tape corrections (fundamentals surveying) •Pls answer with Complete Solution • 3 decimal places ALL answer 2. A 50m tape of standardized length has a weight of 0.05kg/m, with a cross sectional area of 0.04 sq.cm. It has an E of 2.10x10^6 kg/sq.cm. The tape is of standardized length under a pull of 5.5kg when supported throughout its length and a temp. of 20degC. This tape was to measure a distance between A and B and was recorded to be 458.65m. At the time of measurement, the pull applied was 8kg with the tape supported only at its end points and the temp. observed was 18degC. Assuming a (in greek alpha) of the tape is 0.0000116/degC. Compute the true length of the measured line AB due to combined effects of temperature, tension and sag. Thank you. I'll give your answer a LIKE for helping me.Calculate the end areas for depths of fill from 0 to 20 ft using increments of 2 ft for level sections, a 26-ft-wide level roadbed with side slopes of 1-1/2:1. Part C What is the end area for the depth of 4 ft? Express your answer in feet squared as an integer. End Area = Part D OF IVE ΑΣΦ ↓↑ vec What is the end area for the depth of 6 ft? Express your answer in feet squared as an integer. End Area = G| ΑΣΦ ↓↑ vec h ? ? ft² ft²