Parking Studies and Layouts

Learn the fundamental principles of evaluating parking supply and demand, the geometry of parking stall layouts, and the operational characteristics of off-street and on-street facilities.

Parking Accumulation

The total number of vehicles parked in a specific area (a lot, a block, or an entire district) at any given moment in time.

Key Parking Metrics

Engineers use standard metrics to evaluate the efficiency and utilization of parking facilities.

Fundamental Parking Equations

  • Parking Volume (PVP_V): The total number of vehicles that parked in a study area during a specific period of time (e.g., 500 cars parked between 8 AM and 6 PM).
  • Parking Load (PLP_L): The total volume of parking expressed in space-hours. It is calculated by integrating the accumulation curve over time or multiplying the volume by the average duration. (e.g., PL=500 cars×2 hours/car=1000 space-hoursP_L = 500 \text{ cars} \times 2 \text{ hours/car} = 1000 \text{ space-hours}).
  • Average Parking Duration (Dˉ\bar{D}): The average length of time a vehicle remains parked. Dˉ=Parking LoadParking Volume\bar{D} = \frac{\text{Parking Load}}{\text{Parking Volume}}.
  • Parking Turnover (PTP_T): The rate of usage of a single parking space over a given period. It indicates how many different vehicles utilized one space. PT=Parking VolumeTotal Available SpacesP_T = \frac{\text{Parking Volume}}{\text{Total Available Spaces}}. High turnover (e.g., > 4) is desirable for retail areas to maximize customer access.

Parking Supply vs. Demand

  • Practical Capacity: For operational efficiency, a parking facility should never operate at 100% occupancy. Planners generally consider a facility "full" at 85% to 90% occupancy. This allows arriving drivers to easily find the remaining empty spaces without excessive circulating and queuing, which would otherwise spill out onto the adjacent street network and cause congestion.
  • Parking Generation: Similar to trip generation, this is the process of estimating the peak parking demand a new development will create based on its size and land use (e.g., 4 spaces per 1,000 sq ft of retail space).

Geometric Layouts and Efficiency

The geometric design of a parking lot dramatically affects how many cars it can hold and how safely drivers can maneuver.

On-Street Parking

Checklist

Off-Street Parking (Lots and Garages)

Checklist

Modern Parking Management

Strategies to handle excess demand without building expensive new structures.

Demand Management Strategies

  • Dynamic Pricing: Automatically adjusting parking meter rates based on current occupancy. If a block is consistently 100% full, the price is raised until occupancy drops back to the target 85%, freeing up spaces for high-priority short-term parkers (like retail shoppers) and pushing long-term parkers (like employees) to cheaper, remote lots.
  • Shared Parking: A concept where adjacent developments with different peak demand times share a single parking facility. For example, an office building (peaks at 10 AM on weekdays) sharing a garage with a movie theater (peaks at 8 PM on weekends), drastically reducing the total number of spaces that need to be constructed.
Key Takeaways
  • Parking Turnover measures the number of different vehicles that use a single space during a study period; high turnover is critical for retail viability.
  • 90-Degree parking is the most space-efficient layout overall and supports two-way aisles, though it requires the widest aisle width for maneuvering.
  • Angle parking allows for narrower aisles and easier entry but restricts traffic to one-way circulation.
  • An occupancy rate of 85% to 90% is considered the "practical capacity" of a facility to prevent excessive circulation delay.