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The entrance to Salt Lake City (elevation 3,075 ft at the point of crossing) is grade separated from interstate highway (elevation 3,050 ft at the point of crossing) and will have to be connected. The two roadways intersect at a right angle. The entrance to the lake has a constant +5.5% grade westward. Interstate highway has a constant -1.0% grade southward.
Engineer Ali needs to connect the southbound direction of travel to the westbound direction of travel and needs to take into consideration slippery ice conditions in the winter, and so the maximum degree of curvature can be at most 6.0 and the superelevation can be at most +6.0%. Design the ramp for the highest horizontal curve design speed given the constraints.
Develop a simple urban constructed wetland design.
The IIT components of ownership cost based on average annual value are: Tax-3%, Insurance -4%, and Interest-7%. a) What is the average annual value?
This material is related Geotechnical Engineering, please only answer if you are certain and sure of your answer. An undisturbed soil sample has a dry unit weight of 112 pcf with a specific gravity of solids equals to 2.68.
What would be the Horizontal and vertical component from this acting force see diagram
A soil borrow material in its natural state in the ground has a unit weight of 118pcf. Its natural water content is 7%. What is the dry unit weight of this material?
Determine the number of man-hours required to form the structure using data from R. S. Means or other appropriate reference. What is the difference between labor cost and labor pro-ductivity?
You are a real estate salesperson working for Good Earth, Realtors, Inc. You receive 50 percent of all commissions received by the firm (net of MLS fees) for which you were either the listing agent or the selling agent.
Calculate average figures for tonnes/round and powder factors in kg/tonne and Determine the drill metres required to achieve a production rate from grade control blasting.
Measure the distance PA, PB, PC etc. from p to various point with chain or tape and plot them to scale along the co responding rays. Join the points a, b, c, etc. to give outline of survey.
The tape is stretched over three equal spans. Calculate the tape corrections under the following conditions at field, temperature = 85ºF, pull = 18kg, E= 2.109 x 10 6 kg/cm 2
Determine the corresponding error in the computed discharge
Writing case study about bridge collapse
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