Estimate the total time and cost, and the cost per cubic yard, bank measure, for the second balance point, Sections IV and V, of the mass diagram in Figure 7.9. 

A self-loading scraper with a 15-cy, loose measure, capacity will be used for the  excavating and hauling. Assume an average haul speed of 12 mi/hr and return  speed of 20 mi/hr. Use a 3-min load time and 2-min dump time. Assume a  45-min effective hour and a swell factor of 8%. The hourly cost of the scraper,  with operator, is $110.00/hr.
 

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Existing grade Final grade 800 600 Haul dist = 2000 Cut cy 400 -- || - Average haul distance = 3400 200 Average haul distance = 4300 50 60 70 80 III -- 10 IV --Haul distance = 3000 20 30 40 90 -200 yHaul distance = 2000 Fill cy -400 Balance point Balance point -600 Stations (in 100 ft) -800 FIGURE 7.9 I Profile and mass diagram for highway project. Existing grade Final grade 800 600 Haul dist = 2000 Cut cy 400 -- || - Average haul distance = 3400 200 Average haul distance = 4300 50 60 70 80 III -- 10 IV --Haul distance = 3000 20 30 40 90 -200 yHaul distance = 2000 Fill cy -400 Balance point Balance point -600 Stations (in 100 ft) -800 FIGURE 7.9 I Profile and mass diagram for highway project.

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Step 1 of 13 A Calculate the quantity of haul per trip in bank measure Busing the relation B 10... View the full answer