A new road segment is to be constructed to connect Barangay A to the Central Municipality B. The road to be constructed requires for an excavation all throughout its length of 1.2 km. The end areas of the to-be-excavated route are 6.34 sq. m and 12.59 sq. m and the estimated area in the middle was 9.97 sq. m. Estimate the volume of excavation needed in cubic meters.

Q: You are a civil engineer who has been given the task to monitor the excavation of road construction.…

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Q: STATION 5 +000 5 + 100 5 + 200 5 + 300 5 + 400 5 + 500 5 + 600 5 + 700 5 + 800 5 + 900 6 +000 6 +…

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Q: 5. VOLUME MEASUREMENTS. Given the approximate flat area anc depth of excavation of the following…

A: Since we are authorized to answer only one question in a single post. we are answering the fifth one…

Q: If the excavated volume is 307.53 m3 and the material is hard clay with a swell percentage of 30 %…

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Q: You are a civil engineer who has been given the task to monitor the excavation of a road…

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Q: Excavated material has a Unit Weight of 90 pcf and a Water Content of 5 %. The project will require…

A: 128340 Yd3 of excavation will be required to construct the embankment Explanation: Given: Unit…

Q: You are a civil engineer who has been given the task to monitor the excavation of road construction.…

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Q: WA road section is 1200 m long. The cut and fill areas are to be computed between the station as…

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Q: dam soil requires void ratio of 0.80. An earth 1 million cubic meters of In the vicinity of the…

A: Volume of solid required in the dam = 106 m3 Void Ratio = 0.80 Volume of solids (Vs) will be same in…

Q: Problem 6. In a construction project, the excavated material has a dry unit weight (Ya) of 90 pcf…

A: Given data: Excavated material properties: γd=90 pcfw=12% Embankment material properties: γ=110…

Q: Problem 2: A proposed embankment fill requires 5000 cu.m. of compacted soil. The void ratio of the…

A: Vs = Volume of soil Vv = Volume of void Also, we know that ; V = Vs + Vv V = Total embankment fill…

Q: A ditch having a cross-sectional area of 3.0 m2 being excavated, the material is clay. Find the…

A: Cross Sectional Area of Ditch = 3.0 m2 Let us assume unit height of excavation. For clay, angle of…

Q: The areas of the cross-section of an excavation are 3,987.23 sqm, 4,659.01 sqm, and 3,876.30 sqm.…

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Q: You are a civil engineer who has been given the task to monitor the excavation of a road…

A: The total cost of excavation includes the costs namely cost of soil, cost of machinery rent, cost of…

Q: STATION AREA CUT FILL 10 + 160 41.13m2 (Balancing Point) 47.85 m2 10 + 401.97 10 + 610

A: According to given data1. Free haul volume is      Fill volume =  (0+47.85)/2 * distance between…

Q: Q- The nature of the soil and its engineering properties and moisture content and groundwater…

A: The above mentioned properties are are important factors for ground discharge methods, where the…

Q: shrinkage of 20 %.

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Q: Where suction pumps are used to draw the collected groundwater from the well points, as is common,…

A: Where suction pumps are used to draw the collected groundwater from the well points, as is common,…

Q: 6. As part of a road construction project, an excavation that is 2km long by 3m wide and 0.5m deep…

A: Given that,  The excavation length = 2km = 2000 metres The excavation width= 3 metres The excavation…

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.…

A: End are anethodV=LA1+A22 +A2+A32

Q: (c) Giver the end area of cut and fill of soil as in Table Q4(c). If the material bulks after…

A: Data Given: Bulks after excavation = 10% Shrink = 12% Chainage distance = 100m Asked: Draw Mass…

Q: Show complete solution and answer in 4 decimal places The areas of the cross-section of an…

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Q: A five-story office building is to be built on a site underlain by moderately uniform soils.Bedrock…

A: Consider the given data A five story office building Depth over =200 mWide=50 mLong=85 mDepth =1 m…

Q: 4. Given the approximate flat area and depth of excavation of the following borrow pits: a. 3750.0…

A: a. Area = 3750 m2    Depth = 758 cm = 7.58 m   Volume of earth removed = Area x Depth…

Q: n a certain portion of a road construction, the following data were taken; Cost of haul = P30 per…

A: GIVEN: Cost of haul = 30 per cum Cost of borrow = 360 cum

Q: A road section is 600 m long (20 Stations). The cut and fill volumes are to be computed between each…

A: Introduction - A Cut and fill is a way to construct a highway, road, or canal in which the quantity…

Q: An excavation is to be made in a layer of clay which is 10 m thick and underlain by a sandstone…

A: Given: The thickness of clay layer is 10 m. The saturated unit weight of clay is 21 kN/m3. The water…

Q: Consider a flat surface on which you have to dig approx. 100m below the ground surface for an…

A: Blast hole drills can be used to loosen the hard soil. because it is easy to use abrasion drills in…

Q: The soil from a borrow area is excavated and used in a compacted fill for an embankment. The void…

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Q: -Given the following sections 1+020 a b +0.90 +3.5 +0.55 1+080 d -1.85 -1.20 -0.42 Base for cut = 12…

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Q: A proposed embankment fill requires 3500 m' of compacted soil. The void ratio of the compacted fill…

A: Introduction- The roadway, railway track, or canal is often elevated onto an embankment consisting…

Q: a) Evaluate the performance of excavation in civil engineering works

A: Excavation is very prior step in construction works in which the earth or soil is digging out or…

Q: An approach road for a bridge needs 60000 m 3 of soil compacted to a void ratio of 0.7. There are…

A: Data given:Volume of soil required (V) =60000m3void ratio (e) =0.7Borrow pit       Void ratio(e)…

Q: 12 10 10-m 10-m 20 5.30 1.5 8.80 DETERMINE THE VALUES OF "a" AND "b"

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Q: 3. Excavation may be classified by type of material-Earth excavation excavation, rock excavation,…

A: a) Bottom soil - It is the subsoil layer. b) Subsoil - Immediately below the surface soil.

Q: An earth embankment requires 2000 m of soil for construction at a target dry density of 17 kN/m.…

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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.