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240D LC Excavator Production Estimating Program
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ESTIMATING PURPOSES
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Program
calculates hourly production to load dump trucks, trenching, charge hoppers,
etc.
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Production
is continuous except for excavator repositioning (no wait time for dump
trucks).
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Place
cursor on red triangles for explanation.
Swing cycle times are based on proper
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matching of
arm, bucket, and material.
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Use Tab Key
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Material
Density (lbs. per loose cubic
yard)
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Or Material Density (lbs. per bank cubic yard)
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If bank cubic yards, enter load factor (See
above)
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Excavator
Bucket Size (heaped c.y.)
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Bucket Fill Factor (See
above)
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Average
Horizontal Distance from Load Point to Discharge (ft.)
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Average
Vertical Distance from Load Point to Discharge (ft.)
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If excavating from a trench, what is the average depth?
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feet of total vertical lift, how
many are in the trench?]
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Material
Composition for Bucket Loading Speed
(Enter an x in the
appropriate yellow cell)
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Loose
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Medium
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Hard
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Other
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Sec's:
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2
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2.5
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3
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4
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5
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If Other Selected, Enter
Sec.
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Dumping
Speed (Enter an x in the
appropriate yellow cell)
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Fast
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Medium
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Slow
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Other
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Sec's:
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1.5
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2
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2.5
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3
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5
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If Other Selected, Enter
Sec's:
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(Enter an x
in the appropriate yellow cell below right)
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Repositioning
and Dressing/Cleaning Allowance (5 Sec's. Allowance Each)
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Excavator
Remains Stationary for Long Periods, No Dressing
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Repositions
Every 5 Cycles; Minimal Dressing
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Repositions
and Dresses Every 5 Cycles
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Repositions
Every 3 Cycles; Dresses Every 5 Cycles
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Other
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If
OtherSelected, Enter Number of Cycles Before Repositioning and
Dressing
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Repositioning
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Dressing/Cleaning
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Average Excavator Cycle Time
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Load
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Dump
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Swing
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Allowance
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Total
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Sec's.
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Hourly
Production
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50 Min
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60 Min.
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Rounded Estimate
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Sec's.
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Loose Cubic Yards
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Bank Cubic Yards
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Tons
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