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Today, we will discuss job efficiency. What do you think it means in terms of productivity?
It’s about how much time we actually work compared to how much time is theoretically available?
Exactly! In this case, we have a machine working for 50 minutes out of 60. How does this impact productivity calculations?
It means productivity will be lower than if the machine ran for the full hour.
Correct! We use a correction factor for this, which is 50 minutes divided by 60 minutes. This adjustment needs to be considered in our calculations.
So, if we don’t factor that in, our estimates could be inaccurate?
Absolutely! Always remember: Job efficiency affects the **actual** productivity. Let’s summarize—job efficiency is ratio of actual working time to available time. Always make this correction!
We need to talk about soil density. How do you think it affects a bulldozer’s work?
If the soil is denser, it will be harder to push, right?
Exactly! In our example, the ideal productivity curve was based on a soil density of 1365 kg/m³. Our actual density is 1750 kg/m³. What does this mean for our productivity?
We need to apply a correction factor because the actual density is higher, which will lower our expected productivity?
Right again! The correction factor will adjust our expected productivity to account for this difference. This highlights how essential it is to know your material conditions.
So, can we calculate the new productivity easily with this factor?
Yes! You just multiply your ideal productivity with the adjustment factor! Always adjust for density.
Let’s explore operator skill. Why do you think it matters in productivity?
A skilled operator can work faster and more efficiently than an unskilled one?
Correct! For our case, the curve was derived from an excellent operator. But we have an average one—what does that tell us?
We will need to apply a correction factor less than 1 to lower the productivity estimate?
Exactly! Remembering that 0.75 becomes our factor for average skills, we'll multiply this with our productivity. This helps us improve accuracy.
So if the operator was excellent, we wouldn't change the productivity at all?
Correct! For ideal conditions, we don't adjust. Always remember operator skill is vital!
Now, let’s compile all the correction factors we’ve discussed. What are some examples?
So far, we have job efficiency, soil density, and operator skill factors.
Right! What about other factors like visibility and material type?
Visibility—poor conditions lower productivity. And material type! Non-cohesive soil is tougher, so it lowers productivity too.
Perfect! Each of these contributes to a product of correction factors that helps refine productivity estimates.
So we keep multiplying these factors until we get a final adjustment value?
Exactly! Let’s summarize: each factor influences productivity, multiplying them helps adjust for practical conditions. Keep this in mind as you evaluate productivity!
Lastly, let’s discuss estimating the unit cost of production. What do you think this entails?
It’s about calculating how much each bank cubic meter costs based on productivity.
Correct! We calculate the hourly cost and divide it by hourly productivity in bank meter cubes. What information do we need for this?
We need to know the cost associated with the machine and the productivity we calculated.
Exactly! So, if our cost is 1450 rupees per hour and we found a productivity rate for bank state as 55.63 cubic meters, what’s our unit cost?
That would be 1450 divided by 55.63! It simplifies our budgeting for projects!
Correct! Also remember: unit cost is key in bidding and pricing for contracts. Let's summarize: unit cost estimation connects productivity with financial planning, critical for successful projects.
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The section outlines how to adjust predicted productivity based on factors such as soil density, operator skill, visibility, and slope. It emphasizes the importance of applying correction factors to get an accurate estimation of earthmoving costs and productivity, especially when comparing theoretical values with practical conditions.
In this section, we explore the key concepts of productivity adjustments in earthmoving operations, specifically focusing on bulldozers. The text introduces several correction factors that must be taken into account to refine productivity estimates for different working conditions.
Key Factors Discussed:
- Job Efficiency: The operational time available compared to theoretical values. In this case, it is noted that the machine operates for 50 minutes in an hour, impacting productivity calculations.
- Soil Density: The relationship between the curve productivity value, which is based on a soil density of 1365 kg/m³, and the actual soil density encountered, which is 1750 kg/m³. This difference necessitates a correction factor.
- Operator Skill: The impact of average operator skill on productivity requires applying a correction factor less than 1.
- Material Type: The specific type of material being worked with also influences productivity, with non-cohesive silty sand having a correction factor that lowers output.
- Slot Dozing: Methods like slot dozing can enhance productivity, leading to a correction factor greater than 1.
- Visibility Conditions: Poor visibility also affects productivity, and its corresponding correction factor decreases effective output.
- Grade Change: Moving down a slope with a grade of -15% increases productivity, thus having a correction factor greater than 1.
All these factors combine into a product of correction factors that helps in refining the initial theoretical productivity of earthmoving operations, emphasizing the necessity to scrutinize the conditions and inputs to arrive at accurate productivity estimations. Finally, the relationship between unit cost and productivity is formalized and calculated, establishing a framework for effective project planning.
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And hope you remember these curves are valid only for these ideal conditions.
This statement prompts us to understand that the production curves developed for machinery (like bulldozers) are based on specific ideal conditions. These conditions might include factors like soil density, soil type, operator skill, and environmental conditions. Therefore, if any of these factors deviate from the ideal, the productivity represented by these curves may not hold true.
Think of a recipe for a cake that turns out perfectly if you follow it precisely, using specific measurements and ingredients. If you were to change the type of sugar or add too much flour, the cake may not rise and taste as intended. Similarly, if the conditions for a bulldozer's operation are altered, the productivity might drop.
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So, you are supposed to apply the job efficiency, you have to apply the correction factor accordingly.
When using machinery like bulldozers, it is important to account for real-world efficiencies. For example, if a bulldozer is designed to work for 60 minutes but can only operate effectively for 50 minutes due to various interruptions, we need to adjust productivity predictions downwards. This adjustment is done with a correction factor that reflects job efficiency.
Imagine a student who can normally study effectively for an hour but is only focused for 45 minutes on a particular topic. If their study material suggests they can learn four concepts in 60 minutes, in reality, they might learn three concepts in that same time frame. The adjustment (or correction) reflects their actual performance.
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But this curve value is applicable for a soil density of 1365 kg per meter cube. So, in our case the soil density is given as 1750 kg per meter cube in bank state that is to be noted.
The production curves used for bulldozers are based on certain assumptions, including soil density. If the soil density in a particular project is higher than what the curve was based on, this can lead to less productivity than expected. In this case, the curve is based on looser soil (1365 kg/m³) while the actual soil is denser (1750 kg/m³), indicating additional effort is required to move the soil.
Consider trying to push a shopping cart filled with light groceries versus one filled with heavy items. The heavier cart requires more effort and time to move the same distance. This difference in 'weight' corresponds to the soil densities discussed.
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Then other things like operator the curve was drawn for excellent operator skill. So, in our problem the operator skill is average.
Another factor that affects productivity is the skill level of the operator. If the production curve assumes that an 'excellent' operator is at the controls but a less skilled operator is actually using the machine, this may lead to a decrease in expected output. Therefore, a correction factor must be applied when the operator's skills do not meet the ideal scenario.
Think of a musician performing a song. A skilled musician may play a challenging piece flawlessly, while a beginner might struggle and take longer to finish. If you assumed a skilled performance, but instead had a beginner, you would need to revise your expectations.
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Similarly, the material type, material type is non-cohesive silty sand, so that will definitely reduce the productivity.
The type of soil or material being worked with also significantly influences productivity. Non-cohesive materials like sandy soil, while easier sometimes to push, may not compact well, leading to inefficiencies during earthmoving. This means adjustments need to be made when determining expected output.
If you're using a shovel to dig in sand compared to digging in clay, the effort and technique required differ. Sand might flow easily but can collapse, while clay is harder and slower to dig through. Each material presents its own challenges.
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Visibility is poor in the problem what we have discussed. So, that will reduce your correction factor, the productivity will reduce obviously.
Working conditions like visibility also play a crucial role in how effectively machines can operate. Poor visibility can lead to errors, slow operations, and decreased productivity, requiring lower productivity estimates based on these conditions.
Imagine trying to drive a car during a heavy rainstorm. You would likely drive more slowly and cautiously because of reduced visibility, affecting how quickly you reach your destination. Machines operate similarly under poor visibility.
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So, in this problem we are moving down the hill, so the grade percentage is -15%. So, accordingly you have to choose the curve supply by the manufacturer.
The slope of the terrain can either aid or hinder productivity. If the bulldozer is working downhill (-15% grade), gravity can assist in moving the soil, potentially increasing productivity. Yet, accurate adjustments must still be made based on actual conditions against manufacturer curves.
Consider walking downhill versus walking uphill; going downhill is typically easier and faster, due to gravity helping you. This analogy reflects how machinery operates on different slopes.
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So, after you estimate the productivity you are asked to estimate the unit cost of proposed earthmoving operation per bank meter cube.
Estimating costs is crucial for project planning. The unit cost of an earthmoving operation per bank meter cube can be calculated by dividing the total hourly operating cost of the machinery by its estimated productivity (in bank meter cubes). This helps in budgeting and bidding processes.
Think about buying pizza; if one pizza costs $10 and can feed 2 people, then the cost per person is $5. Similarly, knowing the cost of operating machinery per unit of output helps businesses plan effectively.
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Key Concepts
Correction Factors: Adjust productivity estimates based on various factors such as soil density and operator skill.
Soil Density: Affects the productivity of the equipment, requiring adjustment in estimates.
Job Efficiency: Important for calculating realistic productivity rates.
Unit Cost: Critical for budgeting and bidding purposes in earthmoving projects.
See how the concepts apply in real-world scenarios to understand their practical implications.
If a bulldozer operates for 50 minutes in an hour instead of 60, the job efficiency would be 50/60, requiring a correction in productivity estimates.
When soil density in a project is greater than the standard used for calculations, a correction factor must be calculated to adjust the expected productivity.
Use mnemonics, acronyms, or visual cues to help remember key information more easily.
To adjust for soil that’s dense and thick, a correction factor will do the trick!
Imagine a bulldozer trying to push dense clay. It strains and slows! With every inch, the operator adjusts to smoothly glide, applying the right correction and overcoming the dense guide!
For remembering factors, use 'SLOP': S - Soil Density, L - Labor skill (operator), O - Other conditions (visibility), P - Productivity adjustments.
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Review the Definitions for terms.
Term: Job Efficiency
Definition:
The ratio of actual operational time to theoretical available time.
Term: Correction Factor
Definition:
A multiplier applied to adjust productivity estimates based on varying conditions.
Term: Soil Density
Definition:
The mass per unit volume of soil, impacting machinery effectiveness.
Term: Slot Dozing
Definition:
An earthmoving technique increasing the efficiency of bulldozer operations.