Hi,
Solution as follows:
Since the datasheet is not available with the question, we are making below assumptions in order to estimate the cost:
Swell factor = 14%
1 BCY (Bank cubic yards) = 1.14 LCY (Loose cubic yards)
Loose capacity = 11.4 yd3
Bank Capacity = 11.4/1.14 = 10 yd3
Soil density = 110 pcf
Soil Weight = 10 x 110 x 27 = 29700 lbs
Since the weight of soil is less than the operating weight, it can carry 10 BCY (11.4 LCY) of earth.
Average Distance = 250 ft
Forward Speed = 5.28 mph = 5.28 x 1.4667 = 7.744 ft / sec
Reverse Speed = 8.8 mph = 8.8 x 1.4667 = 12.907 ft / sec
Forward time = 250/7.744 = 32.28 sec
Reverse time = 250/12.907 =19.37 sec
Time for ramp up = 6 seconds
Time for maneuver = 3 seconds
Total time for one trip = 32.28 + 19.37 + 6 +3 = 60.65 seconds
Job efficiency = 45 min per hour
Time required for one trip = 60.65 seconds
BCY moved in one hour = 44.518 x 10 = 445.18 BCY per hour
Tractor cost per hour = $45.50
Operator cost per hour = $12.70
Total Cost per hour = $45.50 + $12.70 = $58.20 per hour
Hope the solution provided above is clear. In case of any clarifications, please leave comment in comments section.
Please give us a good rating, if you are satisfied with the response.
How would you rate our reply?
Keep Chegging
Best Regards
Chegg Expert Team
(20 points) A D8T crawler D8H crawler tractor with a universal blade is to be used...
a contractor wants to investigate th production and cost differences of using a 7S blade on a D7H dozer os an S blade on an 824 dozer. The material is very sticky and is to be moved a distance of 200 ft from the beginning of the cut. The dozing is uphill on a 5% grade. The operator will have average skill, the dozers have power-shift transmissions, and traction is assumed to be satisfactory. The site conditions will be good...
7.7 A contractor wants to explore using a 7U blade on a 240 hp dozer. The material is a dry, noncohesive silty sand and must be moved a distance of 200 ft from the beginning of the cut. It is estimated the material will swell 4%, from bank to loose state. Both visibility and traction should be satisfactory. Job efficiency is assumed to be equivalent to a 50-min hour. The U-blade width is 13 ft 1 in with 3.25 ft...
A contractor works to explore using a 7U blade on a 240 hp dozer. The material is a dry, noncohesive silty sand and must be moved a distance of 200 ft from the beginning of the cut. It is estimated the material will swell 4%, from bank to loose state. Both visibility and traction should be satisfactory. Job efficiency is assumed to be equivalent to a 50-min hour. The U-blade width is 13 ft 1 in with 3.25 ft of...
Can you please solve this one. A contractor wants to explore using a 7U blade on a 240 hp dozer. The material is a dry, noncohesive silty sand and must be moved a distance of 200 ft from the beginning of the cut. It is estimated the material will swell 4%, from bank to loose state. Both visibility and traction should be satisfactory. Job efficiency is assumed to be equivalent to a 50-min hour. The U-blade width is 13 ft...
A 240 hp (power-shift) dozer is used in pushing operation. The dozer is equipped with a straight blade. The material (dry and noncohesive) weighs 98 pcf in the bank state. It is estimated the material will swell 6%, from bank to loose state. The center-of mass-to -center-of-mass pushing distance is 195 ft. Job efficiency can be assumed to be equivalent to a 50-min hour. Calculate the production in bcy per hour and the direct cost of the proposed earthmoving operation...
on and Volume Change: 10 points An earthwork project has the following conditions: Borrow Site -soil density is 120 PCF with water content w = 15% Fill Site soil density is 135 PCF with water content w 17 % - Unit weight of water: 8.34 lb per gallon a. How many gallons of water must be added to the borrow per cubic yard and 20 Points ph 4. Dozer Production material pped per hour (9CHd atteched Cat Estinated Ripper Prd...
A contractor plans to use a crawler tractor that is being used to move 5,000 BCY of soil 500 feet horizontally in a 50 minute working hour. The soil has a swell of 15%. The tractor has a straight blade 10 feet long and 4 feet high. The average width of the base of the soil pile in front of the blade has been measured to be about 5 feet. Assume that the tractor travels in first gear forward at...