FUNDAMENTALS OF SURVEYING 1) What is called the unwanted excavated materials for disposal out of the R.O.W? 2) It is a factor to be multiplied to excavation volume in order to reduce it. 3) It is a factor to be multiplied to excavation volume in order to increase it.

An Engineer wants to find how long it will take for clay under their project to consolidate 1 inch. The total expected primary consolidation is 2.22 inches. Using the Table below, what is the value of the Time Factor they will need to calculate the time rate of consolidation they are looking for? (Hint: What percent consolidation are they looking for?) 0.170 0.196 0.126 0.150

Please round to the nearest One (i.e., 1). PLEASE DO NOT USE COMMA(S) ON YOUR ANSWER!!! A proposed embankment fill requires 6900 ft³ of compacted soil. The void ratio of the compacted fill is specified as 0.5. Four borrow pits are available as below, which list the respective void ratios of the soil and the cost per cubic feet for moving the soil to the proposed construction site. Make the necessary calculations to determine the total cost for each pit. Assume the specific gravity of soil solids, Gs to be the same at all pits. 1. Calculate the volume of solid (Vs) = ft³ Borrow Pit A: void ratio= 0.91 and the unit cost = $9 /ft³ 2. Calculate the total cost to pay to Pit A = Borrow Pit B: void ratio = 0.95 and the unit cost = $ 11 /ft³ 3. Calculate the total cost to pay to Pit B = Borrow Pit C: void ratio = 1.05 and the unit cost = $8 /ft³ 4. Calculate the total cost to pay to Pit C = Borrow Pit D: void ratio = 0.65 and the unit cost = $ 10/ft³ 5. Calculate the total cost to pay to Pit…

There are three commonly used methods to calculate the point bearine capacity of pilfoundations in sand What are they? Which one considers soil deformable?