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Calcimator

Transfer Station Throughput Calculator

Calculate vehicle count, tipping floor needs, and compactor capacity for daily waste transfer station operations.

Inputs

tons/day
hours
tons
sq ft

Results

Vehicles per Day

100

Tipping Bays Needed

2

Capacity StatusAdequate Capacity
Vehicles per Hour (avg)10
Peak Hour Vehicles16
Peak Hour Tonnage80 tons
Floor Utilization15%
Compactor Utilization56%
Transfer Trailers per Day20
Fleet Trailers Needed8
Avg. Vehicle Wait Time50 minutes
Floor Loading13 lbs/sq ft
How to Use This Calculator
  1. Enter Daily Tonnage (tons/day) — the total amount of waste received at the transfer station.
  2. Set Operating Hours per Day and Average Vehicle Load Size (tons) to determine vehicle flow rates.
  3. Input Tipping Floor Area (sq ft) and Number of Compactors to define physical capacity constraints.
  4. Review Vehicles per Day and Tipping Bays Needed to plan staffing and equipment requirements.
  5. Check Capacity Status to determine whether the facility can handle current or projected volume.
  6. Examine Peak Hour Vehicles to size queuing areas and access roads for worst-case arrival patterns.

How the result changes with Average Vehicle Load Size

Average Vehicle Load SizeVehicles per DayTipping Bays Needed
3.451453
11461
20251
27191

What each input means

Daily Tonnage
Average daily waste tonnage processed at the station.
Operating Hours per Day
Hours the station is open for receiving waste.
Average Vehicle Load Size
Average tons per incoming vehicle. Residential: 0.5-2t, commercial: 5-15t.
Tipping Floor Area
Total tipping floor area available.
Number of Compactors
Number of compactors loading transfer trailers.

How this is calculated

Worked example, using the default values

  1. Identify Input Parameters
    4 parameters
    Daily Tonnage = 500, Operating Hours per Day = 10, Average Vehicle Load Size = 5, Tipping Floor Area = 8000 = 5 input(s) provided
  2. Calculate Vehicles per Day
    Vehicles per Day
    100 = 100
  3. Calculate Tipping Bays Needed
    Tipping Bays Needed
    2 = 2
  4. Calculate Capacity Status
    Adequate Capacity = Adequate Capacity
  5. Calculate Vehicles per Hour
    Vehicles per Hour
    10 = 10

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