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1. The center line elevation of the proposed roadway at station is 345+25.50 is 327.36-ft. The existing ground top of cut elevation (ft) is most nearly:
2. A design engineer commissioned a test pit to determine the top of pipe elevation for a sewer extension project. The existing sewer pipe is an 8-ft o.d. reinforced concrete pipe with wall thickness 10-in. A back sight to a local benchmark with an established elevation of 45.66-ft is obtained with a level and a rod reading of 4.91-ft.
A foresight is taken to a rod resting on the top of pipe with a reading of 12.43-ft.
Calculate The invert elevation (ft) of the sewer pipe.
(a) Explain the 'Soil Texture' and 'Soil structure'. What are the various terms used to explain the above properties of the soil? (b) A clay sample having natural moisture conte
A sand at a borrow pit is determined to have an in-situ dry unit weight of 18.4 kN/m 3 . Laboratory tests indicate the maximum and minimum unit weight values of 19.6 kN/m 3 and
Analyse the state of stress: For the cross-section shown in above figure, let us take b = 100 mm, d = 300 mm and M = 9 × 10 7 N mm and Q = 18 × 10 4 N and analyse the state
Maintenance of Water Bound Macadam Roads:
Assignment
Question What are main dissimilarities in applications between pipe culverts and box culverts ? Answer Essentially, culvert resources covered hydraulic structure that conveys fl
Classification of the damage according to the type of structures The level of damage in spatial trusses has also been classified into three different levels based on the t
what is difference between stopping sight distance and overtaking sight distance
How to calculate Coefficient of permeability
A sand deposit of 12 m thick overlies a clay layer. The water table is 3 m below the ground surface. In a field permeability pump-out test, the water is pumped out at a rate of 540
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