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: H.W. 1.1: Find which of the following method is more economical for excavating the foundation of…

A: Given data  Dimensions of the foundation  Length (L) = 80m  Width (B) = 40m  Depth (H) = 1.5m  Then…

Q: A hydraulic excavator with a 2 cubic yard heaped capacity bucket is excavating in common earth. The…

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Q: An embankment with a total volume of 50000cu.m is to be constructed as a part of highway project.…

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Q: A trench having a cross-sectional area of 100 m and a length of 15 m was excavated. It was found…

A: for triangular spoil pile, B= 4V/(L tan R), V = volume of soil pile, L= length of soil pile, R =…

Q: Q-31 Find the excavation and backfill quantities for (3*4) m service room with footing of 0.8m width…

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Q: a) In modern cities ground improvement is always necessary. Discuss briefly. CIL b) Human activities…

A: “Since you have asked multiple question, we will solve the first question for you. If you want any…

Q: Find the maximum depth of excavation for clay soil that no needs to use sheet pile? 9 = 0 C = 60 kPa…

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Q: Complete the earthwork calculation sheet here and plot the resulting mass diagram. Divide ccy by 0.9…

A: Repeat these calculations for all stations and calculate the running sum for each station. Once all…

Q: An excavation of 25,750 m3 (bm) is to be made for the foundation excavation of a building in 5 weeks…

A: Volume of earthwork to be excavated, V=25750 m3 Initial working days=5 weeks×6 days=30 days Workdays…

Q: A contractor is to excavate an area of 350′ × 150′ to a depth of 9′ and haul it by dump truck to a…

A: Following are the given information. Excavation area =350′ × 150′ Excavation depth =9' Swell factor…

Q: An excavation is rapidly made on site as depicted in the Figure below. The soil wedge above the…

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Q: Find the swell of a soil that weighs 1750 kg/m3 in its natural state and 1350 kg/m3after excavation.…

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Q: A borrow area soil has a natural water content of 10%, with a bulk density of 1800 kg/m³. The soil…

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

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Q: An earth embankment is to be compacted to a density of 19 kN/m³ at a moisture content of 14%. The…

A: The density of the compacted earth embankment is 19 kN/m³.The moisture content of the compacted…

Q: Define Normalized Load vs. Displacement Behavior of Drilled Shafts in Granular Soils (from Rollins…

A: Answer:- Behavior of drilled shafts in granular soils:- Non dimensional results obtained from uplift…

Q: Base for cut = 12 m, Sideslope for cut = 2:1 Base for fill = 12 m, Sideslope for fill = 1:1…

A: Excavation : The movements of ground, rock, or other materials using tools, machinery, trenching,…

Q: 3- Using the Grid method, determine the cuts and fill for the project shown in the figure. The grids…

A: Grid Method The grid method for cut and fill volume is a technique used to calculate the amount of…

Q: A MRT railway construction will be passing through the Kajang river. In order to prevent the  water…

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Q: A long excavation with vertical sides and depth-to-width ratio of 0.5 is to be made in a deep…

A: It is solved using active earth pressure analysis. critical depth and maximum depth of excavation…

Q: OVIDE CORRECT ANSWER WITH DETAILED SOLUTION. PLEASE ANSWER THE LOWER A, B, C, AND D. PLEASE EXPLAIN…

A: Material from the outside project is known as borrow.  Material unused after earthwork is known as…

Q: Consider a 10 m deep excavation into a saturated clay with cohesive strength = 25 kPa and unit…

A: given data case 1 depth=10m unit weight = 19kN/m3 case 2 depth = 5m unit weight 19kn/m3

Q: Given the following end areas for cut and fill, complete the earthwork calculation using a shrinkage…

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Q: An excavation of 25,750 m3 (bm) is to be made for the foundation excavation of a building in 5 weeks…

A: The total quantity of earthwork is 25750 m3  Total working days in the 5 weeks are 6 days =5×6=30…

Q: O A long excavation with vertical sides and depth-to-width ratio of 0.5 is to be made in a deep…

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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: 2. Calculate the cost of excavating a trench of the following dimensions: Length = 1km Average width…

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Q: Q1) Answer the following question. 1. Explain the relationship between the concentration of cuttings…

A: (1) Introduction : Both the fluid and the rock particles move through the annulus during rotary…

Q: Construction of an embankment needs 400,000 yd3 of fill. The fill should be compacted to at least…

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Q: Given: A small hydraulic excavator will be used to dig a trench in common earth (bucket fill factor…

A: Consider the following given data The soil type is common earth Bucket fill factor=B=0.95Trench…

Q: A vertical cut is made in a purely cohesive soil with a volumetric weight of ym = 1.90 cohesion of…

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Q: An airport runway fill needs 9,60,000 m³ of soil compacted to void ratio of 0.7. The required soil…

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Q: An excavation of 25,750 m3 (bm) is to be made for the foundation excavation of a building in 5 weeks…

A: Hauling is the movement of material by mobile units such as road vehicles and rail locomotives. Road…

Q: A long excavation with vertical sides and depth-to-width ratio of 0.5 is to be made in a deep…

A: Vertical side and Depth to width ratio (B) = 0.5 Undrained shear strength (USS) = 20kPa Saturated…

Q: Challenge Problem 5) A proposed earthen dam will contain 6,000,000 yd^3 of earth. Soil to be taken…

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Q: A shovel having a 6-cy bucket whose cost per hour, including the wages to an operator, is $85 will…

A: The capacity of a shovel (Q) = 6 cy The cost per hour including wages = $85 The swell percent = 60%…

Q: A retaining wall with a vertical back is 8 m high. The volumetric weight of the 3 m ill surfaces is…

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Q: Let having all the expenditure, Rs 100 be the cost/hr of a shovel with volume 10 m³ which will be…

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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: 2- Immediately after construction of an earth embankment, it had a height of 6m. if the settlement…

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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.