It is required to lay-out a building 80m by 100m with a 50m long metallic tape with which was found to be 49.75m long. Determine the correct dimensions to be used in order that the building shall have the desired measurement.

Describe the “Core runs” and tell its length.

D) Determine the USCS group symbol and group name for soils H through L. (Figure 1). All soils are inorganic. Soil Sample Identification H I J L Liquid Limit 60 Nonplastic 46 37 Plastic Limit 26 34 18

What is the principle on which well-point dewatering is based?

What is the Volume of the Dump Truck Bed? 7'2" = 86" 5' 60" 19 = 228" IN FEDT A₁ = 7'2"=5 - (7-1)(5) = 35.834* V. = (35.83 +¹) (14') = 680.83 Ft ³ A₂ = 15h = 12/2₂ (0.5) (0.5) = 0.125 1² V₂ = (0.125 +6²) (19¹) = 2.375 ft² V TOTAL = V₁ V₂ -V₂ = 68c 83 Ft² - 2.375 PL³-2.375 F6³ A₁ = 86" x 60" = = 5160 IN ² V₁ = (5160 N) (2284²) = (176480 IN ³ A₂ = (2) (6) (6²) = 18 N² V₂ = (18+) (228 (N²) = 4104 IN ³ TOTAL = 117648014³ - 4104 IN³ - 410414³ TO GET INTO CF YOU WOULD DIVIDE BY 1728.

GIVEN THE FOLLOWING FIGURE A E G J K H L if each square measures 35.24 square meters and A= 5.84m, B=7.77m, C=8.08m, D=2.13m, E=8.35m, F=6.52m, G=1.59m, H=5.05m, I=2.06m, J=8.03m, K=2.55m, L=1.93m, and M=2.02m, determine the volume of the excavation in cubic meter. F.

For the founndation shown below, determine the dimensions for effective length, L’, and width, B’.

Calculate the weight of an acre furrow slice for the following soil (plow depth = 8 inches): Oven dry soil weight + core ring: 306 grams Core ring weight: 46 grams Core ring volume: 216 cc a) 2,009,219 pounds b) 2,054,078 pounds c) 2,102,394 pounds d) 2,144,442 pounds e) 2,181,227 pounds

Define Clay particles.

Given the mass diagram points and information shown below, what is the total cost of earthwork for this project? Fill the table below: Free haul distance = 0.30 miles, Cost of Excavation = $10/yd3 Max. Overhaul distance = 1 mile, Borrow/Waste = $5/yd3 Overhaul = $1.50/sta.-yd. 3000 1800 2000 1200 1000 1200 1000 1000 1000 50 50 200 -100 O+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 -1200 -1200 1000 -2000 -2500 -2500 -3000 -3000 4000 Distance (stations) Cumulative Volume (yd")